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Home My WebLink AboutPermit B96-0241 - BON MARCHE - TENANT IMPROVEMENTCity. of Tukwila (206) 43 1-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0241 Type: B -BUILD Category: ACOM Address: 500 SOUTHCENTER MALL Location: Parcel #: 262304 -9086 Zoning: CP Type Const: I F.R. Gas /Elec: Wetlands: Water: N/A Contractor License No.: TENANT OWNER CONTACT Status: ISSUED Issued: 02/10/1997 Expires: 08/09/1997 Type of Occupancy: STORE Slopes: N Sewer: N/A BON MARCHE 500 SOUTHCENTER MALL, TUKWILA, WA 98188 BON MARCHE Phone: (503) 579 -7083 C/0 FEDERATED DEPT STORES, 7 WEST SEVENTH ST, CINCINNATI OH 4520 STEVEN D. BLACK Phone: 206 622 -8443 1120 POST ALLEY, SEATTLE, WA 98101 ******************************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Permit Description: INTERIOR TENANT IMPROVEMENT. Units: 001 Buildings: 001 Fire Protection: UBC Edition: 1994 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 1,100,000.00 Total Permit Fee: 8,728.46 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Author. zedd Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain t h i s Signature: Print Name: flata.1 -) ., cam. Date: I--lb --17- Ti t l e: *_ )=Q 161 - - -- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. I' CITY OF TUKWILA Permit No: B96 -0241 Address: 500 SOUTHCENTER MALL Suite: Tenant: BON MARCHE . Type: B -BUILD Parcel #: 262304 -9086 **•k k•kk *•k**•k'kkk* *.4* k *'k** k **•k *k *k **k 4* k kk * *k k**** 4 k*kkk k k k k k kk k **k *k** kk k k Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall be obtained through the Seattle -King County' Department of.Public Health. Plumbing will be inspected by that'.agency,•including all gas piping (296- 4722). 3. Electrical permits.shall be obtained,through•the Washington State Division of :Labor and Industries and•all electrical work will:•be inspected by that agency (248- 6630). 4. All mechanical work shall be'under separate permit issued by the Citv.of Tukwila. ' 5. All permits, inspection, records. and approved plans shall be available the.. lob site prior to the start of any con - struction.. These documents are to be maintained and avail - ' able final inspection approval is granted. 6.Any"new 'Ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone .'3. 7. All'structural concrete shall be special inspected (UBC - Sec,. 306(a)1). 8. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior- to t.he.first•building inspection. Copies of all special inspection..reports shall be submitted. to the Building Division in a timely manner. Reports .shall contain address, project name, permit number and type of inspection being performed. 9. Any neW ceiling grid and light fixture 'installation is required to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be laterally braced if over ' eight (8) feet. in length. 11. Any exposed insulations backing material shall .have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the,fire performance rating thereof. 12. All construction to be ~done in conformance with approved plans and requirements of the'Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con - strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14. Notify the City of Tukwila Building Division prior to placing any concrete. . This procedure is in addition to any requirements for special inspection. 15. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OP EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM Status: ISSUED Applied: 08113/1996 Issued: 02/10/19.97 BUILDING CODE AND THE WASHINGTON STATE VENTILATION. AND INDOOR AIR QUALITY Cl CHAPTER 51 -13 WAC. Project Name/Tenant: nut `ow MA>arf�l Existing use: detail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church Cl Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: �� MO? 41176. Pr Site Address: Soo SouT+0 Eft 8L I D, City State /Zip: Tit w%tt P4 (N Tax Parcel Number; 201 ,0- 1 Property Owner r/ Tb J? �. Phone: £t' Street Address: 4 wane 41TM ri. too 40Ar rl, Q Stgt i�� hi Fax #: Contact Person: dergyer,i ip, 11164,44 Phone: y 0 v/ (WV& , • 4 443 Street Address* City State /Zip: 1114 A.41 Or $8 WA 9etot Fax #: sac• /vzs . se'i Contractor: ■ Phone: Street Address: City State /Zip: Fax #: Architect: W 10014 fet4 606° kris Phone: loi, / �'f . S4 g 5 Street Addre s: City State/Zip: tra. P. Al L. 'jt1k?iL6 f W A 'M ote Fax #: 2 e ��z . Bull Engineer: Gt' ��tN�iWN� error Phone: 3e �/_ i ' 'L Street Address: lie N Witt E1oAI St'. Su 11C 303- City Stat ip: SMAA1ti ju* 1 19161 Fax #: Description of work to be done: %Imp em E JT Existing use: detail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church Cl Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: 'beta ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? fl yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? is no Existing fire protection features: .sprinklers li automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 3%3, c 1L existing Area of Construction: (sq. ft.) 30, Doe Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Ano Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets FOR STAFF USE ONLY Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CTPERMIT.DOC 7/9/96 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW QF THE FOLLOWING:' (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: (0 Date application expires: Application t (by: (Initials) ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /AL ATION PERMIT APPLICATIONS MUS BE SUBMITTED WITH THE FOLL i WING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. El ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. El ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING U 1:, r RI D AGENT: Print name: earresj‘ Address ow Polr Awoke CTPERMIT.DOC 7/9/96 Date: fob, 1'2. 1 l� y Phone :2# ,44045 Fax #:141116/4.14 6631 oral City /State /Zip s `l WA 4 %4 • Account Code 000/322.100 000/386.904 Payment Method: CITY OF TUKWILA, NA Description BUILDING - NONRES STATE BUILDING SURCHARGE • * **:4 **** ** *A 4** ***k*4* 4* k k***•***** ** *4*.*********'Whk4*****4 *4**A **lc** 4******* OF TUKI�ILA W ( ' U ) TRANSMIT 4* ** *k * `-i* �1` r a4:k* *k 4,kk * **4 **•A** * * * * *k *** "TRANSMIT Number: R9700540 Amount: 5.291.75 02/10/97 14 :45 CHECK Notation: FEDERATED CORP. Init: SLB Permit Na: 096.0241 Type: B -BUILD BUILDING PORMIT ,,�..��+, rUfAM Parcel No: 262304 -9086 CITY Ur ILA Site Address: 500 SOUTHCENTER MALL Total Fees: 8.728.46 This Payment 5,291.75 Total ALL Pmts: 8,728.46 Balance: .00 ************* 4.•***** * * ** **A* *4*A*** * * **•k4* *** *4 *A* •4** *4 *344 *A ** ** Amount 5,287.25 4.50 * * *•k**'* *A A **•44. *4A *4A * *** . * *A * *A *4 *4A * *A *4 * * *,t ****** k * *k".*e k* *4*ic i•. 4* 4* 4 *4 * * * ** * *A40 *$ I *%* *$ W71• A •k4**A **OP****A*9***AA*#*n4** TRrU SMI F TRANSMIT Number R9600461 Amount: 3 08/13/96 09:30 Payment Method: CHECK Notation: FE:DLRFITED CORP. Init: $LII Permit No: 896••0241 Type: B-BUILD BUILDING PERMIT Parcel No: 262304-9086 . Site Address: 500 0OU EHCENTE:R MALL Total Fees: 8•.. This Payment 3.406.71 Total ALL Pmts: 3.436.71 Balance: 5. h*4- *ot4*4.4.4 * 4t******* *4* *44 * *4* *a4 * *v4 *4 *4.*44.44 * 4** *•* * * *k *:4 **fit *)t *A* Account Code . Description Amount 000 /345.830 PLAN CHECK - NONRES 3.436.71 7465 02/11 1705 TOTAL 5291.75 2250 08/15 9617 TOTAL 3436.71 RECEIPT PW DCD 5287.25 PW DCD 4.50 CHECK 529..75 02/11/97 05 11:03 0097 7465 City of j Tukwila Fire Department Project Name RC*! TUK WILA FIRS DSPARTHZNT FINAL APPROVAL FORM Address 300 ,sokANc..k.4cer Mc, a Retain current inspection schedule Needs shift inspection '' Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature Date FINALAPP.FRM Approved with correction notice issued ON r 4't,r dF John W. Rants, Mayor Thomas P. Keefe, Rr! Chief Permit No. V l l0 " 02-A / 5 t. 43\c T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 3754404 • Fax (206) 5754439 Project: 1J Din maw ` Type of inspec ion fi 0 Addr �. „ Date called: _ 5— �} Special instructions: Date wanted: 4 , , ? „ s .... �}, 1 _1 p.m. Requester: Phone No.: 0 5.-^ ("13 f ov Inspect INSP TION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILpING DIVISION 6300 Southcenter Blvd., #104 Tukwila, WA 98188 I Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approv MENTS:. - `TED "C (0 X S $42. 0 REINSPECTION EE REQUIRED. ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite loo. call to schedule reinspection. Receipt No.: Date: - 1 He 1300 / v ►RCA1 E Type of sp n ' ) Aler Cd 1 t r A C V MALL called: Li — i t -cri Special instructions: Date wanted: G f Requester--r. 3 )2 Q vw INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: INSPECTION RECORD Retain a copy with permit Date; 136% o2y 1 PERMIT NO. (206) 431 -3670 COMMENTS: irAcc-t. n„ J C, (.t (`I+� NG ( 'eta , P• 4 <,n Inspector: Date: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. itat ..50,3 mARCN E ?t ign� 045r 1 t ate c s ,� ��_D called: 5 , al , Special instructions: ., L RSJ r POQ } L.Nwe Ft•nY) • Date wanted: 3 _ 2s ,_g 1 1 � Requester • •" � Phone No.: ! _Sta' 1Pci3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspecto Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. // ..�I $42.00 REINSPEC N FE - REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: PM A � A , "1! Type of i ,sn,� ectign;,., � �� 0' Wt � Address: 00 o �..t T Ne alreR- Date call — 3 — 19 ' Special instructions: Date wanted: CT:hi. .m Requester: t iTTA C �C1 0.: 1 1 — ri gl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit orrections required prior to approval. S I- c• GrJ/ Date: Mgo-17 PERMIT NO. (206) 431 -3670 or $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: J Project: 7� /� L' �C , .41 r�: Type of inspection: /-�Ci■vh ,?� Address: Date called: Special Date wanted: 6 _ Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 I I INSPECTION RECORD Retain a copy with permit Approved per applicable codes. ( Corrections required prior to approval. COMMENTS: c - 2 - G6-p--/-e/ Inspector: 2 %-oztii PERMIT NO. 206) 431 -3670 Date : 3 G7 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t No.: Date: _ ..a..., ...w.:a�,c.t•`. ' t�y+:a idd: l..sz.. -aC:. .: _....A...:..z_ � �2 .a..�..- .,• :... P �,_.` ii, ►t� nny � ELI Type � I IJ1J` Date 3. _ 11 _ q7 dress: MALL liff2f�' Spe instr�uc I.A1�1 1 ij 1--' worm. EARLY • AM . 11-0/60L I Da te wanted: a.m� �J ' ��'�� p .m. Requester: Key klEc.... Phone No.: i i - t -WI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I [Approved per applicable codes. Receipt No.: 13/ ( 0 ' 021 1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: U\) &3 w L .a, 'lk Gtkl,o— J Inspector: Date: 22 A �1 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: tr.. +. _.r _7a...tw1..ZetlaJK l... .. .N.:.A In, .a.* Project:: Type of inspectio (- ,,,. acs Address: ..sc. S G r� Date called: Special instructions: Date wanted: 1 1q7 ( a, b m. Requester: Phone No.: [Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I COMMENTS: W -�- tp r f (J -. ..o ref . /,lam ; c—.-(9. .- t'A � - 3 1 Inspector: Date: 41 i) ?7 1, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project: 1 Type of inspection: Wl Address: C tom'` Date called: 5) I Date wanted:3)13)g7 a.m. p.m. Special instructions: Requester: � .. Phone No. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I NceMOtL ft-1L. r-ACc OF WAI-1. I t3 va t N`Av4PrWe 10('A -A20_ FCrrNtA7 Inspector: Date :. r T7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: a COMMENTS: � \ �• �C IN) - _, �U� AhPPkv Mr- Typeftrf Ls ection: ' Z. A•AD 4r -L- 6 K 1.On nr $ f mkg . 0.c. ANt.,u, ,t, Special instructions: L e , —Q '. 114+‘ r"/ Ne m Pr-LA * mss, (c-,,, nntic -"S „... 1- a Ate ANI1 NO S V. Pet) M�� lM44.4.1 ,i I T p.m. 3 > 8" r f . k i l 5.I4,44.4.. b ` , 5 c, "? ?a te Q ' . .AoW $ 1:"114 A 410‘..-4.1.- 6A.Ac-, uG N47'- fba..1 r►uCI c) f i GM fl S Ok-- Gw$. Pr 1 t: 10 M Typeftrf Ls ection: ' s :‘ � -+ „ ( W V � Date called f t Special instructions: L e , —Q '. 114+‘ r"/ Ne m Pr-LA * mss, Date wan ,i I T p.m. Req s erj rA ^ V 1 j� -, � j Cpl Phone No b 7 /_ J C✓ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Li Approved per applicable codes. [,.Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I Date: 31f3 PERMIT NO. (206) 431 -3670 u COMMENTS: askonctio WALL ress: -.5C\A---5Atte 1.1A11- Date called: Z.. n 91 Special instructions' 04 7.. Pa- NtD '.00 A. iv■ . t 5PC-. 103P. ,1-/k..±/IS Ul 7/1/21-z & 41-48-1-2---Ce■e--AAKC7-2, „. 9L 2-.i ..k ..- / ... . .,.. ...r .. _. J ..• ....r.. / ,..... / ... d ../. . ...// -.1",it Las ..t. ... , )1471v- -- - - w ■ L .. ., • ../ C z.. Ar _ ..., • ,l -adetdee---//fi I . tJ .' up afi,11.2 t d / ..;if a - / . ll 'f.. . /1 / • .4... ,.., . I 1 0 . ■ a+ ' Ai. -4l . .•_. r kla 1211 ./.. dir . # nidli Al...1( Jr. Fig .. \5) 1‘,3 mis42.ev.t .a. askonctio WALL ress: -.5C\A---5Atte 1.1A11- Date called: Z.. n 91 Special instructions' 04 7.. Pa- NtD '.00 A. iv■ . t 5PC-. 103P. AtliTteqj Requesttic Ao os2soi„ N 4 9 0 °.( 4 - 1 - 92 bi INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: i .. Date: April 25, 1997 Job No. 9702 -6875 CITY OF TUKWILA 6300 South Center Boulevard Tukwila, WA 98188 Attention: Dave Larson Subject: Project Name: Project Address: Permit No.: Notes: JCF /sh cc: Federated Department Stores ( PACIFIC TESTING LABORATORIES WORK REQUIRED Epoxy Dowels Reinforcing Steel Reinforced Concrete Shearwall Reinforced Masonry South Center Bon Marche 5 B 96 -0241 We have completed the requested special inspections on the subject project. Our final report, dated March 7, 1997, is numbered MR7191. Reviewed by: Jeffrey S. Mercer, Manager, Eastside Divi 11824 N. Creek Parkway N., Suite 101, Bothell, Washington 98011 rater Boulevard, Tukwila, Washington WORK INSPECTED Epoxy Dowels Reinforcing Steel Reinforced Concrete Shearwall Reinforced Masonry To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. PSI (formerly Pacific Testing Laboratories) t A Division of MI PTL/PSI. 11824 North Creek Parkway North, Suite 101 • Bothell, WA 98011 • Phone 206/485 -4244 • Fax 206/485-4611 Envionnistdal Oootoc►M,►ca► Construction conouit , • [ntaNwring • Testing RECEIVED AUG 1 5 1997 COMMUNITY DEVELOPMENT IJ fUJ'niciC 6) J o Build ( um Un 4854611 BGiSkic'..3.,.. , `S.l - i;1; •'f +1 C . April 25, 1997 Job No. 9702 -6875 CITY OF TUKWILA 6300 South Center Boulevard Tukwila, WA 98188 Attention: Dave Larson Subject: Project Name: Project Address: Permit No.: We have completed the requested specla March 7, 1997, is numbered MR7191. Notes: JCF /sh PACIFIC TESTIN LABORATORIES Since 1926 Seattle • Bothell • Tacoma • Peninsula • Portland • One Lab • One Consultant • One Solution WORK REQUIRED Epoxy Dowels Reinforcing Steel Reinforced Concrete Shearwall To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Jeffrey S. Mercer, Manager, Eastside Divisi' Since s d j ing cc: Federated Department Stores South Center Bon Marche B 96 -0241 WORK INSPECTED Epoxy Dowels Reinforcing Steel Reinforced Concrete Shearwall PSI (formerly Pacific Testing Laboratories) Center Boulevard, Tukwila, Washington ections on the subject project. Our final report, dated RECEIVED APR 28 1997 COMMUNITY DEVELOPMENT 11824 N. Creek Parkway N., Suite 101, Bothell, Washington 98011 Tel (206) 485.4244 Fax (206) 485.4611 206 - 285 -0618 CT ENGINEERING FAX COVER SHEET DATE: sal 77f ol. TO: /l6dlicsamte • FROM: RE: CC: J411.4-4 /lib v.r a lo1 , a.e; Number of pages including cover sheet: Message Structural and Civil Engins.rs "%.w 0.07 ix; Pe Alma dO If/M/ # /.ice.. 0.0%, c. -r- F EB 2 7 1997 COMMUNITY /376— 01..- 11 / DEVELOPMENT PHONE: FAX: ¥.3/ 3Le Lfi�s /046/4.1.0 .✓wl r$004 Ara ..0 006 P01 Gi - z FEB 27 . '79 16:35 IN Niskaiw S $.A.302 . Sal & WA 9109 (2011) =3-4312 ►4.e: (221) 2834610 206- 285 -0618 CT ENGINEERING BULLETIN 006 P02 FFB 27 '79 16:35 Date: 2/27/97 Number: CT-2 Project +l: 96159 Project Name: BON MARCHE SO CENTER Subject: BON MARCHE RE: demo ea shear walls Description/Action: THE EXISTING SHEAR WALLS MAY BE REMOVED THIS FRIDAY EVENING (FIVE DAYS AFTER PLACEMENT OF THE NEW SHEAR WALL). THE SHEAR CAPACITY OF THE NEW WALL AT 3000 PSI IS ADEQUATE FOR THE SHEAR FORCES EXPECTED. ALSO IT SHOULD BE NOTED THAT THE 3 DAY CYLINDER BREAKS WERE 4200 PSI AND 3100 PSI. Call with any questions. Issued by: JACK HEAVNER 2 EXPIRES 7/27/97 Or Approval By: Date: Distribution: Structural and Civil Enains+a Date: 021 100 Nickolas 0L Saha 302 Soak WA 90109 (206) 2054512 FAX: (206) 2050610 VAMA A S S O C 1 :1 rU \SI HIM; E \Ii1rEERS T E S September 9, 1996 William Polk Associates 1120 Post Alley Seattle, WA 98101 Attention: Mr. Steven Black Regarding: 96 -T -10 (The Bon Marche) Dear Mr. Black: PK(WEsslo\ u. 401 SOX 1St) III \I Ii St►1'fll SF:K111:F:S S(1TK ;io:l Cf1RP11R\'I ICI NI SF.1191.13. II %SIII \1 10\ 911101 TELK:PIIONE:12111i► FAX: C21%) 621•97 -0 6q 0D.14 We have received information on the proposed project to review for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no comments. Please forward a copy of this letter to the structural engineer of CT Engineering. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA SEP 0 91995 PERMIT CENTER RFA #96102 -10 We have forwarded the drawings, project manual, and structural calculations to the City of Tukwila for their records. 96t10 "1.doc . n.:. uc�ros, awrnwaxw :.w:ne,Kne�..nr«..w..... - - - ..,...... �...,,... �..., �.....,. ....................�a� August 27, 1996 Shellie L. Bates Permit Technician Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, Regarding: 96 -T -10: Bon Marche (B96 -0241) ;Q,g .3adto City of Tukwila John Wr Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0241 (510) Re: The Bon Marche - 500 Southcenter Mall Dear Sir: August 21, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 - 6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4-4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A-4 -4) 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57$.4439 City of Tukwila Fire Department Page number 3 space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and'the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 1005.7) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 708.1) 7. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 4 8. When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 710.2) 9. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFD rile ncd The Tukwila Fire Prevention Bureau John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 August 19, 1996 Dear Mr. Black: Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Steven D. Black 1120 Post Alley Seattle, Washington 98101 SUBJECT: Development Permit Application Number B96 -0241 Bon Marche 500 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1996, was reviewed at the August 15, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. i4daq u letheA-60n Kelcie J. Peterson Permit Coordinator File: %1.B96 -0241 P96 -0085 FILE COPY John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 C T E N G I N E E R I N G Project: Date• (206)285.4512 FAX: Client Page Number g (206) 285-0618 ARCHITECT: ENGINEER: Structural and Civil Engineers STRUCTURAL CALCULATIONS for THE HON MARCHE SOUTH CENTER TUKWILA, WA 98188 WILLIAM POLK ASSOCIATES 1120 POST ALLEY SEATTLE, WA 98104 (206) 622 -8443 CT Engineering 180 Nickerson St., Suite 302 Seattle, WA 98109 (206) 285 -4512 CMOROV APP RED 17 1996 h� IVY) l LU BUILDING DIVISION RECEIVED AUG 2 g 196 AUG 2 8 1996 ROBERT FOSSATil ASSOC. I EXPIRES 7/27/91 I RECEIVED CITY OF TUKWILA AUG 1 3 1996 PERMIT CENTER 84 0 / 180 Nickerson St. Suite 302 Seattle. WA 98109 C T E N G I N E E R I N G Project: Client. 1.3cl2-i r,/4 • !f /.SfT - tic- /c. 2 4/ 0/G L✓ l am/ =. 3 r. /. s .02 T s mow zaizt t 3 •.5 r / = /yam E' - e,J Date Page Number: L ' / 9..« M:L c - 2- 7 r••-L. /6 ter . 774" • 7 % F =o L i= d F 2 v. s r e.7.25 ./ - .11 _ 1.7..1- I �� .! rf ; ¶ . .Tr - C(/ f) 4✓4 i - ,....______ .. 1 . : 28 29 1 � /f. /7/ i 4.: I Q. C = r /G.d tli e ..--/- -fdrr ••.• e• s e'.•••G gibe .5"-- . /2. ! s — / C. ; • /jr 4g,< sr.; 2- r/. .'9 /' ' 2.''S7! 4. �,� .' / '•—' .1/ Sl 13 • t' 4. 2 G . r / c � ; / C • s » . . /••• rr•= q • 41zs' Roe< 1 -. 2S Z.. r3 / 3 ': /3 3334 . 3/9 ..;,,i'• 40 //..I. 3 ," 2 .../ 4'91> „?G /1/ ✓ 3 /f/ se? , .f i;:/ /3 :: : :..: /.T GrG if. 7z /2 3 :::3 SUi it:= .•st ;Tr / +3 rs ; I/ 8 ,.f rte. :1 - 1 ' .J 7•- ew4tf I C !.t.r.rooK /s•�R -g •-T ,2 •..0 / ✓r" S/ii- L... /CCS •C'd Ir L.•1.., n or* e rr o /e.•Irt1 Structural and Civil Engin..rs f /A %1 /J a —,tee '- •1T:J J .,1 ; ' 3 •+�+ z et 434. 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.1512 FAX: (206J285.0618 .,sS C T E N G I N E E R I N G Project' Q"or�`�'r' / Client: G./ —' •� - '/i r G 0 F • t 2. Y I /3C .2f " ■ r • /31.41" L •// 2 /Y +, G 1 /C ,.P • r' �. -.4 5 Structural and Civil Engineers e. s/ / /GfzV dr l 2 i 8 . 0 • 2 e . / . 0 6 , -/. - % &Ia.&.r f , vv L t.) # z y ) • ON L.�• lie /r/ = F r /• d G C•./e-v p / = �= Tics S • v. c • /L • . 1' I ,IJ ' Page Number: •" Z 2 /I:1J ^'- /t ,t = /y • ��-n y)= /s c - ,:7 a � f/ :/. `- f . t < <'1, yf • Z C L z A !, �Y . Sr . =) = //‘ c • 4/ /c 2 Date: 2 /Ca • /. z 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -512 FAX: (206) 285.0618 / r- ' 07z /. 4 ) -- f) / i-S—Z .i _ 6.72/• CT E NGIN F ERING Project: Client. '4? L.!." 46Z • v, z -4 01 t : :-• \ — • Lt._ ,,- • /// (/ ,• (y) /2 e•- • • • Structural and Civil Engineers / 2/ .=" /2 .7 -- • -- 9 .9 **v.,. • - .... ., .. _e x a ,,9 e 12 u,4, 8 .i.... Jr* / 9 9- 0.-.5 t • ___ ■•••■•• •■•■•■ ■■•■•••••■11 • ;;;,:i. I 4 / ...r ,... go' .•., - "4.-4., (4 &I. I \ t) 4 ) 4 7 /2 ' C../ ar2 4 ' 97 " K Date* Page Number Z - 180 Nickerson St. Suite 302 Seattle. WA 98109 (206) 285-4512 FAX: (206) 285-0618 7/5 "' 4 .= 'O e /2- " : 17 ' 4: • . dr' • • .7 • . '; 404 S .3 /f 7. 41 .d.. f( sad go C T E N G I N E E R I N G Project' Client' e7( Xi8 CO, : v / �,r z C �, C ; Structural anll C1vILEnc iStIPL — • J/ 2z / f 'r/ WC , .I I E Date* Page Number: d' 1 180 Nickerson Sr. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 C T E N G I N E E R I N G • Protect: Client: / i.✓ f4 6%.:" " .7.- t �C ,s7 .J.P•!G 174 1i: ✓ 19'12 •. r . 2. Structural and Civil Engineers W 1 /e/ /C (2-3 ) /. 31 - 9/C -1- 1 I -t- - I - l r r /i3 I I I I � I I I I 1 CF ''�V C G >'i�lL c✓/f '( 3 z T-••►t 7-4 +'.. Q.ri w 1v, 17 , / G/o Y /s, 3 el .' / /L-.' 7A/e rr / = /= /J, j.: /n z 1,e.t - 'i ce �. . �1 = 33./l 1 v.v r i G/ao r Y9- 2. 5. i � 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number (206) 285.0618 Date. /u �� I 34 "/ /_/r. • 4'r? /L "J,. 4, 3 'G e I / , __ �, fl - r , • A '/ .3 0 uc At STATE OF WASHINGTON ) COUNTY OF KING F ) 442PeeRAFTE SVGS , states as follows: AFFCONT.DOC 5/29/96 JAN 31 '97 13 :53 '97 02 :46PM TUKWILA DCD /PW CITY OF r 'KWILA Permit Centel 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 SS. APPLICANT residing at AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION 1. 1 have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which ie to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. / 1 , and Will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state taw in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this P.2 H-4 day of ate of Washington, NOTARY PUBLI and for the County. Name as commissioned: Agra . 'J 4-c s R . My commission expires: 1 &' 17 2' 2064313665 PAGE.002 ' 1 8.27.09V11 31, .40.1 A 90 Purply to; • An authorized representative of thJnited States Government, the State of Washington, or any Incorporated city, town, county, township, Irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; , 1, 4. Any construction, repair, or operation Incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5, The sale or installation of any finished products, materials, or articles of merchandise which are not . actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing, A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46,70 ROW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or Inconsequential nature, The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT.DOC 5,29/96 P.3 of the operation is made into contracts of amounts less thar($800 for the purpose of evasion of this chapter or otherwise, The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work.upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own•property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the Intention and for the purpose of selling the Improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, ROW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. JAN 31 '97 13:54 2064313665 PAGE.003 JAM POLK ASSOCIATES BNMARC1EE AT SOIJ-T-I-IG EN T ER TUKWILA, WASHINGTON PROJECT - MANUAL ARCHITECTURE PLANNING INTERIORS Si MOO CITY of V E p A �g A P P R p ,.,. LG S T 9, 1 996 RECEIVED S EP i 7 1996 CITY � wv►i -u ao ;Lo NG c is►oN EC- EI-V- ED-AUG 2 9. 1996- _, ,EIVED AUG 2 8 1996 ROBERT FOSSATTI ASSOC. PERMIT-CENTER 96802 DIVISION 1 - GENERAL CONDITIONS 01010 Summary of Work 2 01045 Cutting and Patching 3 01300 Submittals 4 01400 Quality Control 5 01500 Temporary Facilities and Controls 3 01700 Project Closeout 5 DIVISION 3 - CONCRETE 03010 Concrete 10 DIVISION 5 - METALS TABLE OF CONTENTS 05120 Structural Steel END TABLE OF CONTENTS TOC -1 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA,WA 8/9/96 OWNER Federated Department Stores ARCHITECT William Polk Associates PROJECT MANUAL BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WASHINGTON AUGUST 9, 1996 Bill Polk Steve Black (206) 622 -8443 FAX 622 -8031 L Li STRUCTURAL ENGINEER CT Engineering Charles Griffes (206) 285 -4512 FAX 285 -0618 t 96602 CONTRACTS ALL WORK SHALL BE PERFORMED UNDER ONE CONTRACT and consists of all work indicated on the Architectural and Structural drawings and project manual. Work specifically indicated "NIC" shall not be included as part of this contract. Work or equipment indicated "FOIC" shall mean furnished by Owner, installed by Contractor and installation shall be included as part of this contract. SUMMARY OF THE WORK is as described below: Briefly, the work consists of removing a concrete shear wall and replacing it with a new concrete wall. BUILDING SYSTEMS COORDINATION PERMITS AND FEES SECTION 01010 SUMMARY OF WORK END OF SECTION • BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 Do not shut down building systems in occupied areas while facilities are in use. Building systems include but are not limited to heating, ventilation, air conditioning, telephones, intercom, clock, fire alarm, and intrusion alarm systems. If it is necessary to shut down building systems in order to complete items for final acceptance, schedule after -hour shutdown of building systems with the Owner at least 72 hours in advance. Coordinate all building system shutdowns to minimize disruption of the Owner's activities. Do not shut down building systems without prior notice to and approval by the Owner. THE CONTRACTOR shall, prior to preparing the construction schedule, consult with the Owner to determine scheduling or coordination requirements in addition to those listed herein. THE CONTRACTOR shall obtain all permits necessary for the execution of the work and pay all permit, utility and miscellaneous fees required. REIMBURSEMENT OF PERMIT COSTS AND FEES: Since the exact amount of fees for permits may not be known at the time of bidding, the Owner will reimburse the Contractor for permit and utility connection fees. The Contractor shall submit directly to the Owner, separate from monthly pay application requests, an invoice for fees paid for permits. Include as backup an itemized statement identifying the fee paid and a receipt for payment of the fee from the applicable agency. Direct fee costs only will be reimbursed. No reimbursement will be made for mark -up of these costs. Payment will be made by the Owner within 45 days of receipt of a properly prepared invoice. 96602 MATERIALS EXAMINATION 01045 -1 SECTION 01045 CUTTING AND PATCHING SUBMITTALS SUBMIT a written request to Architect well in advance of executing any cutting or alteration which affects: Work of the Owner or any separate contractor. Structural value or integrity of any element of the Project. Efficiency, operational life, maintenance or safety of operational elements. Visual qualities of sight- exposed elements. REQUEST shall include: Identification of the project. Description of affected work. The necessity for cutting, alteration or excavation. Effect of work on Owner or any separate contractror, or on structural or weatherproof integrity of Project. Description of proposed work: Scope of cutting, patching, alteration, or excavation. Trades who will execute the work. Products proposed to be used. Extent of refinishing to be done. Alternatives to cutting and patching. Cost proposal, when applicable. Written permission of any separate contractor whose work will be affected. SUBMIT WRITTEN NOTICE to Architect designating the date and the time the work will be uncovered. COMPLY with specifications and standards for each specific product involved. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 INSPECT existing conditions prior to commencing work, including elements subject to damage or to 96602 PREPARATION CUTTING AND PATCHING PERFORMANCE 01045 -2 1YV21Y.1 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 movement during cutting and patching. AFTER UNCOVERING WORK, inspect conditions affecting installation of products or performance of work. REPORT unsatisfactory or questionable conditions to Architect in writing; do not prodeed with work until Architect has provided further instructions. BEGINNING OF CUTTING AND PATCHING means acceptance of existing conditions. PROVIDE adequate temporary support as necessary to assure structural value or integrity of affected portion of work. PROVIDE devices and methods to protect other portions of project from damage. CONTRACTOR shall be responsible for the overall timing, coordination of and quality control for all cutting, fitting and patching required to complete the work and: Contractor shall do all cutting and patching required for fitting and penetration of the work of the Contractor, and the various trades under subcontracts, through work such as walls, floors, and structural members whether the work is in sequence or out of sequence due to lack of previous notice resulting in portions of the work being covered with other work. Contractor shall do all patching and finishing for all trades including mechanical and electrical subcontract work. Contractor to provide excavation and compacted backfill required for the Contractor's work and the various trades under subcontracts not covered in Divisions 15 and 16. All patching and finishing shall be performed by members of the trade(s) which would normally perform required type of work. All cutting and patching and finishing shall be subject to review by the Architect. All cutting and patching, block -outs or rough -outs for any items that impair a fire -rated assembly, wall, floor or roof system shall be patched or repaired by the Contractor in such a manner to restore the fire integrity required by applicable codes and governing authorities having jurisdiction. EXECUTE cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. EXECUTE fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. RESTORE work which has been cut or removed; install new products to provide complete work in accordance with the requirements of Contract Documents. 98602 SON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 FIT work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. REFINISH entire surfaces as necessary to provide an even finish to match adjacent finishes: For continuous surfaces, refinish to nearest intersection. For an assembly, refinish entire unit. RESTORE fire resistance integrity of building elements. CUT rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. END OF SECTION 01045 -3 1 . 96002 SCOPE QUALITY CONTROL Certified by Date SECTION 01300 SUBMITTALS rr•cx. +wamsr,o .. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 RELATED SUBMITTALS SEE SECTION 01700 for a listing of submittals required as part of project closeout. SEE INDIVIDUAL TECHNICAL SPECIFICATIONS for detailed requirements of content for various submittals. DESCRIPTION: Furnish fabrication drawings, schedules, certificates, lists, catalog data, and samples of various materials, equipment, finish, or other components for review of the Owner /Architect prior to their inclusion in the work of the project. PROJECT DELAY: FAILURE TO PROMPTLY SUBMIT SAMPLES /SHOP DRAWINGS FOR REVIEW RESULTING IN POTENTIAL PROJECT DELAY DUE TO LONG -LEAD ITEMS SHALL BE INSUFFICIENT REASON FOR APPROVAL OF SUBSTITUTION REQUESTS OR EXTENSION OF TIME FOR PROJECT COMPLETION. SUBMITTALS shall be prepared in accordance with the general provisions and submitted to the Architect for review. Each submittal shall be accompanied with a cover letter signed by the Contractor. Each item proposed to be incorporated into the contract shall be clearly marked and identified in the submittals, and shall be cross - referenced to the contract drawings and specifications so as to identify clearly the use for which it is intended. Each sheet of submittal shall be stamped with the Contractor's certification stamp. Data submitted in a bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. The Contractor's certification stamp shall be worded as follows: "It is hereby certified that the (equipmentO(material) shown and marked in this submittal is that proposed to be incorporated into the work under this Contract, is in compliance with the contract drawings and specifications, can be installed in the allocated spaces, and is submitted for review." (FAILURE TO PROVIDE A CERTIFICATION STAMP WITH THE ABOVE WORDING WILL RESULT IN RETURN OF SUBMITTALS WITHOUT REVIEW.) TIMING OF SUBMITTALS: Submit all data and information required to the Architect in ample time for his review, checking for conformance with design concept and to ensure that the project is not delayed. TIMES FOR SUBMISSION AND REVIEW SHALL BE INCLUDED AS AN ITEM IN THE CONSTRUCTION 01300 -1 96002 CONSTRUCTION SCHEDULES BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 SUBMIT a schedule of the work within ten days after issuance of the Notice to Proceed . Initial payment may be withheld until a Progress Schedule in a form satisfactory to the Architect and the Owner has been submitted. The Progress Schedule shall be based upon a critical path analysis of construction activities and sequence of operations needed for the orderly performance and completion of all separable parts of the work in accordance with the Contract. SCHEDULE OF VALUES SUBMIT a schedule of values within thirty days after issuance of the Notice to Proceed. Initial payment may be withheld until a schedule of values in a form satisfactory to the Architect and the Owner has been submitted. LIST OF SUBCONTRACTORS SUBMIT a list of subcontractors proposed for the principal portions of the work within ten days after issuance of the Notice of Intent to Award Contract in accordance with Article 5 of the General Conditions of the Contract and Supplemental Conditions. SHOP DRAWINGS, PROJECT DATA AND SAMPLES FURNISH fabrication and erection drawings, samples, and other data and /or information on proposed materials, equipment, or work under the Contract. SUBMIT SHOP DRAWINGS, samples and other submittals called for in the technical specifications with such promptness, and in accordance with the approved Construction Schedule, as to cause no delay in the work of any trade. Shop drawing submittals are not limited to those named in the technical specifications. The Architect may request shop drawings in addition to those named if he believes it is necessary to assure the desired finish or quality of the work. SUBMIT SHOP DRAWINGS, PROJECT DATA AND SAMPLES IN THE NUMBER AND FORM AS LISTED BELOW. SUBMITTALS WHICH DO NOT CONFORM WITH THESE REQUIREMENTS WILL BE RETURNED WITHOUT REVIEW TO THE CONTRACTOR. REVIEW BY THE ARCHITECT AND ENGINEER WILL NOT OCCUR UNTIL SUBMITTALS IN THEIR PROPER FORM HAVE BEEN RECEIVED. SHOP DRAWINGS: GENERAL: Check and verify all field measurements and incorporate on drawings. Maintain 1 set of Architect reviewed shop drawings at site for Owner's and Architect's reference. NUMBER AND FORM OF SUBMITTAL: Submit shop and /or setting drawings in the form of ONE REPRODUCIBLE DRAWING AND ONE PRINT. Shop drawings which are submitted without a reproducible drawing will be returned without review to the Contractor. CONTRACTOR INITIATED CHANGES shall be submitted in writing to the Architect for review prior to fabrication or construction. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS 01300 -2 96002 REQUIREMENT. Redesign submittals shall include calculations, drawings and shop drawings. Structural shop drawings which are the result of Contractor redesign shall bear the stamp of a registered engineer in the State of Montana. REQUIRED SHOP AND SETTING DRAWINGS: Description of information required on shop and /or setting 1_. drawings are listed in the various sections of the technical specifications; the characteristics listed are not necessarily the complete information required but simply list the data of particular interest to the Architect. SAMPLES L. FORM OF SUBMITTAL: Submit samples in as nearly the form in which the material will appear for the project as possible; i.e., submit paint on samples of actual materials for which they are specified as a finish; sizes of samples required for various materials are noted in the technical specifications. 1. NUMBER OF SUBMITTALS: The Architect and Owner and where applicable, the Engineer, will retain one copy each of the submittals. Submit as many additional copies as required for the Contractor's use. REVIEW: The Architect will check submitted samples against file samples and contract requirements, will make final selection of colors and finishes from samples for application on the project in conformance with the specifications. Should a submitted sample not be in conformance with required finishes, resubmit sample which conforms with requirements of Contract Documents. REQUIRED SAMPLES: Descriptions of materials, finishes and equipment requiring submittal of samples are listed in the technical specifications; listed are those characteristics of particular interest to the Architect and are not necessarily a complete list of the characteristics of the materials. CATALOG CUTS & DATA WHERE NOTED IN THE TECHNICAL SPECIFICATIONS, catalog cuts and similar data will be accepted in lieu of shop drawings, provided they contain required information and are clearly printed. The Architect and the Owner and where applicable, the Engineer, will retain one set each. Submit as many additional copies as required for the Contractor's use. LAYOUT DATA FURNISH supplementary drawings and data showing proposed layouts of systems and materials for various components of the project. LAYOUT DRAWINGS DESCRIPTIONS of information and systems requiring supplementary drawing layouts are included in the technical specifications. Submit layout drawings in same form and number of copies as required for shop and /or setting drawings. END OF SECTION 01300 -3 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 98002 SCOPE QUALITY ASSURANCE SUBMITTALS 1 copy to the Architect 1 copy to the Structural Engineer 1 copy to the Owner 1 copy to the General Contractor SECTION 01400 QUALITY CONTROL TRANSMITTALS shall be delivered to all parties indicating distribution. 01400 -1 BONMARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 THE PLANS, specifications and other contract documents are not intended to control the method of performing the work but only the requirements as to the nature of the completed work; the Contractor assumes the entire responsibility for methods of performing, installing and controlling the quality of the work. INSPECTIONS AND TESTS required to establish compliance with the Contract Documents, except as may be otherwise provided in the Contract Documents, will be made by a pre - qualified, independent testing agency selected and designated in writing by the Owner. THE COSTS of the initial services for testing and inspection personnel will be paid by the Owner. When initial tests indicate non - compliance with the Contract Documents, any subsequent retesting occasioned by non - compliance, shall be performed by the same personnel and paid for by the Contractor. Schedule portions of the work requiring inspection and testing so that the time of the agency on the project is as continuous and brief as possible. Additional inspections required because of overtime or ill -timed notices shall be at the Contractor's expense. INSPECTIONS AND TESTS required by codes and ordinances, or by plan approval authorities, and made by a legally constituted authority other than the testing agency described herein shall be the responsibility of, and paid for by, the Contractor, unless otherwise provided by the Contract Documents. CALL FOR ALL INSPECTIONS required by public agencies having jurisdiction in the area. Final payment will not be made until the appropriate officials have made a final inspection and all deficient items noted have been corrected. CERTIFICATIONS: Product producers and associations which have instituted approved systems of quality control are not required to have further testing, but may submit certifications of compliance in lieu of further testing. Concrete mixing plants and wood truss manufacturers lumber and plywood grademarked by approved associations, and materials or equipment bearing Underwriters' Laboratories label require no further plant inspection and testing. THE INDEPENDENT TESTING and inspection agency and /or agencies will prepare logs, test reports, and certificates applicable to specific tests and inspections and deliver copies as follows: 96002 OTHER TESTS, certificates, and similar documents shall be obtained by the Contractor and delivered to the Owner in such time as not to delay progress of the work or final payment therefor. CONTRACTOR'S RESPONSIBILITY NOTICE: Furnish notice to Owner, Architect and testing and inspecting personnel not less than 24 hours (or greater if required by the testing agency) prior to any time required for such services. PROVIDE ACCESS to the work. BONMARCHE AT SOUTHCENTER MALL PHASE 1 REMODEL TUKWILA, WA 8/9/96 PROVIDE LABOR as required to assist the testing agency in the performance of inspections and tests at no additional cost to the Owner. DEFECTIVE WORK: Remove and replace any work found defective or not complying with requirements of the Contract Documents at no additional cost to the Owner. CONCRETE: If test cylinders for concrete fail to meet design stresses, make core and load test as may be directed by the Owner: Make core tests in accordance with ASTM C42: Make load tests in accordance with ACI 318, Paragraphs 201 and 202. TESTING LABORATORY SERVICES LABORATORY shall test and /or obtain certificates for tests of materials and methods of construction as described hereinafter. LABORATORY shall furnish laboratory test reports of materials and construction as required; include description of method of test, identification of sample and portion of the work tested, description of location in the work of the sample, time and date of obtaining sample, time and date of test of sample, weather and climatic conditions, and evaluation of results of tests, including recommendations for action. INSPECTION SERVICES THE INSPECTION AND TESTING AGENCY SHALL HAVE FULL AUTHORITY TO SEE THAT THE WORK IS PERFORMED IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS AND DIRECTIONS OF THE OWNER. In the event of development of unforeseen circumstances or conditions, which are deemed hazardous to personnel or property, the inspector may stop the work and shall make an immediate report to the Owner and Architect with a follow -up report in writing. The Contractor shall not resume work until notified by the Owner. REPORTS: Agency shall furnish 'Inspection at Site" reports for each site visit documenting activities, observations, and inspections, including observations on weather and climatic conditions, time and date, conditions and /or status of the work, actions taken, and recommendations or evaluations of the work. INSPECTION APPROVAL DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE ACCURACY OF THE WORK OR MATERIALS. The acceptance of material or finished members by the inspector shall not preclude subsequent rejection if found defective either because of inferior materials or inferior workmanship. Inferior material or workmanship will be subject to rejection unless correction acceptable to the Architect can be made at no additional cost to the Owner. 01400 -2 96002 CONCRETE WORK INSPECTION AND TESTING BONMARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 FORMWORK: Inspect erected formwork for conformance with approved drawings, placement locations, design and seal of form joints and ties. REINFORCING STEEL AND EMBEDDED ITEMS: Verify proper placement of reinforcing bars, fabric, and spirals prior to placement of concrete; check condition of surfaces of reinforcing and embedded items for bond integrity with concrete; verify placement locations, sizes and anchorage of all items embedded in concrete. CAST -IN -PLACE CONVENTIONAL CONCRETE: Make slump tests for each batch delivered or each day's pour, whichever is greater, in accordance with requirements of ASTM C143; check and verify batch consistency; furnish continuous inspection during placement, repair and patching, and curing of concrete. Make, cure and test at least 3 test cylinders of each strength of concrete for each 50 yards placed, or for each day's pour, whichever is greater; include exact mix tested, minimum size aggregate, location of pour in project, cylinder identification, date of receipt of cylinder in laboratory, slump date, cement brand and type, admixtures used, dates and records of test cylinders, names of inspectors and /or laboratory testing personnel, and evaluation of analysis of cause, in case of test failure, and recommendations for remedial action. Make compression tests per ASTM C39; break one cylinder at 7 days and two at 28 days. If the 7 day break indicates that concrete may not come up to strength in 28 days, break only one cylinder at 28 days. Break the third cylinder at 56 days or as otherwise directed. STRUCTURAL STEEL INSPECTION VERIFY CONFORMANCE with SECTION 05120 STRUCTURAL STEEL and the following. Provide inspection and testing at fabrication shop and jobsite. GENERAL: Check shapes, sizes, classes and types of materials. Verify conformance of structural steel materials with requirements of Drawings and Specifications. Check locations and fit of anchorages and inserts. Verify adjustments to fit inaccuracies. Furnish visual inspection of erection of all structural steel components of the work. Inspect and verify plumbness level and tolerances of structural frame for compliance with AISC Building Code and Specifications. BOLTED CONNECTIONS INSPECTION: The sizes and grades of bolts and load indicators shall be inspected to verify conformance to plans and specifications. The bolted connections shall be inspected for conformance at the beginning of steel erection to verify the procedures of the erector and the equipment to be used as recommended by the load indicating bolt manufacturer. 01400 -3 96002 All bolts in each connection shall be visually inspected. END OF SECTION 01400-4 BONMARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 Should circumstances arise where job testing of representative load indicators is needed, the test shall be made in accordance with the manufacturer's recommendation. For any bolt failing to indicate, test with torque wrench, each bolt in the connection. WITHIN THESE BOUNDARIES. Keep the work area and building clean and orderly. PROVIDE ALL SCAFFOLDING and staging or bracing required for installation of materials and equipment of all trades, or as may be required for access to building surfaces for finishes. Contractor may provide by his own forces for use of his subcontractors or may require subcontractor to provide his own, at his option. SAFETY AND CONTROLS COMPLY with state and local regulations and applicable NFPA code requirements for fire protection during construction. PROVIDE whatever temporary enclosures are necessary to assure the security of the site and new construction. END OF SECTION 01500 -1 96002 CLEAN -UP BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 RECORD DRAWINGS SECTION 01700 PROJECT CLOSE -OUT AT COMPLETION OF THE WORK, remove all waste materials and rubbish from the site, clean all surfaces of work, and leave ready for occupancy by Owner. THE ASSEMBLY and accurate recording of information on the Record Drawings is the responsibility of the Contractor. THE CONTRACTOR shall keep an accurately marked set of prints as the job progresses with all changes or deviations from the original drawings covering the work under this Contract. ADDENDA ITEMS ISSUED DURING THE BID PERIOD AS WELL AS FIELD DRAWINGS AND OTHER CHANGES MADE DURING CONSTRUCTION SHALL ALSO BE TRANSFERRED TO THE RECORD DRAWINGS AND REFERENCED. IF THERE ARE NO CHANGES TO A PARTICULAR DRAWING, THE CONTRACTOR MUST SO STATE IN WRITING ON THAT DRAWING AND INITIAL. NOTE THAT SIMPLY REFERENCING FIELD DRAWINGS PRODUCED BY THE ARCHITECT DURING CONSTRUCTION IS UNACCEPTABLE. APPLICABLE DETAILS MUST BE MODIFIED ON THE PRINTS AND FIELD DRAWINGS REFERENCED OR THE FIELD DRAWINGS MUST BE POSTED ON THE DRAWINGS. DETAIL REFERENCES AND CALL -OUTS MUST BE MODIFIED TO REFLECT THE REVISED INFORMATION. UPON COMPLETION of the project the Contractor shall forward one (1) set of blueline prints of the Record Drawings to the Architect. NOTE THAT THE ASSEMBLY OF RECORD DRAWINGS CONFORMING TO THE REQUIREMENTS HEREIN IS ONE OF THE PRE - REQUISITES TO FINAL ACCEPTANCE OF THE PROJECT. THE ARCHITECT WILL NOT RECOMMEND FINAL ACCEPTANCE OF THE PROJECT UNTIL THE RECORD DRAWINGS ARE PROPERLY PREPARED BY THE CONTRACTOR. FINAL PAYMENT CANNOT BE MADE UNTIL FINAL ACCEPTANCE. PROJECT CLOSEOUT CHECKLIST THE FOLLOWING ITEMS must be submitted /completed by the Contractor and be in an acceptable form to the Architect in order for the Architect to be able to recommend final acceptance to the Owner. Record Drawings: Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the work for which the Owner or his property might in any way be responsible have been paid or otherwise satisfied. AIA Document G706. A certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. 01700 -1 96002 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 A written statement that the Contractor knows of no substantial reason why the insurance will not be renewable to cover the period required by the Contract Documents. Other data establishing payment or satisfaction of or protection (satisfactory to the Owner) against all such obligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner, satisfactorily demonstrating to the Owner that the claims of subcontractors, material suppliers, and laborers who have filed claims have been paid. Request for Final Payment. Note that this is not a request for retainage. A request for retainage can be submitted only after final acceptance. Once the project has been accepted by the Owner, there is a minimum 45-day period before retainage can be released. All liens must be satisfied prior to release of retainage. The following items must be submitted /completed by the Contractor and be in an acceptable form to the Architect and Owner prior to release of retainage. Evidence of satisfaction of liens. Request for Retainage. Other items so identified in the Contract Documents. END OF SECTION 01700 -2 96002 CODES AND STANDARDS SUBMITTALS SECTION 03010 CONCRETE ACI 301 "Specifications for Structural Concrete for Buildings." ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures." ACI 318 "Building Code Requirements for Reinforced Concrete." ACI 347 "Recommended Practice for Concrete Formwork." ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete." Concrete Reinforcing Steel Institute, "Manual of Standard Practice." Comply with applicable provisions except as otherwise indicated. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 CONCRETE SAMPLING AND TESTING: The Owner will engage a testing laboratory to perform inspections and tests. See Section 01400 for Contractor's responsibilities and notices. SHOP DRAWINGS, CONCRETE REINFORCEMENT: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement, in compliance with the General Conditions. Comply with the ACI 315 showing bar schedules, stirrup spacing, diagrams of bent bars, arrangements of concrete reinforcement. Include special reinforcement required and openings through concrete structures. MANUFACTURER'S DATA: Submit manufacturer's product data with application and installation instructions for proprietary materials, including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Architect. CONCRETE MATERIALS PORTLAND CEMENT: ASTM C 150, Type I or II. Use only one brand of Portland cement throughout the project. AGGREGATE: ASTM C 33. WATER: Clean, potable. AIR - ENTRAINING ADMIXTURE: ASTM C -260. WATER- REDUCING ADMIXTURE: ASTM C-494. Type as required to suit project conditions. Use only admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. CALCIUM CHLORIDE: Use of calcium chloride in concrete is prohibited. 03010 -1 96002 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 RELATED MATERIALS VAPOR RETARDER: Clear 10 -mils thick polyethylene. ABSORPTIVE COVER: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per square - yard, complying with AASHTO M 182, Class 2. MEMBRANE FORMING CURING COMPOUND: ASTM C 309, Type 1. Must be compatible with thin film coatings: VCT, carpet, paint and the like. MOISTURE - RETAINING COVER: One of the following, complying with ASTM C -171: Waterproof paper Polyethylene film Polyethylene- coated burlap GROUT FOR DOWELS: "1438 Epoxy Grout" as manufactured by Adhesive Engineering Company or approved equal. NON - SHRINK GROUT: Non - metallic factory pre -mixed grout conforming to Corps of Engineers CRD -0558. CHEMICAL HARDENER: Colorless aqueous solution containing a blend of magnesium fluosilicate and zinc fluosilicate combined with a wetting agent, containing not less than 2 lbs. of fluosilicates per gal., delivered ready to use in manufacturer's original containers. BONDING COMPOUND: Polyvinyl acetate, re- wettable type. EPDXY ADHESIVE: 100% solids, two component material, conforming to ASTM C881, suitable for use on dry or damp surfaces. FORM MATERIALS PROVIDE FORM MATERIALS with sufficient stability to withstand pressure of placed concrete without bow, deflection or leakage. EXPOSED CONCRETE SURFACES: Plywood, metal, metal- framed, plywood faced or other acceptable panel -type materials, to provide continuous, straight, smooth exposed surfaces. Furnish tight fitting materials in largest practicable sizes to minimize number of joints. FORM TIES: Rod type snap tie with removable plastic cones (similar to Burke "Architectural "), designed to break rod approximately 1" back from surface, or similar tie as required for project conditions. FORM COATINGS: Provide commercial formulation form - coating compounds that will not bond with, stain or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. REINFORCING MATERIALS REINFORCING MATERIALS: ASTM A 615, Fy = 60,000 psi unless noted otherwise on the drawings. 03010 -2 96002 STEEL WIRE: ASTM A 82, plain, cold -drawn steel. WELDED WIRE FABRIC: ASTM A185, welded steel wire fabric. MIX DESIGN ULTIMATE STRENGTH: As indicated on the Structural General Notes at 28 days. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 SUPPORTS FOR REINFORCEMENT: Provide zinc coated supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI, unless otherwise specified. Wood, brick, concrete blocks and other devices are unacceptable. PROPORTION ALL CONCRETE in conformance with ACI 301 Chapter 3, Method 2 (for combinations of materials previously evaluated or to be established by trial mixes). Minimum cement content as indicated on the Structural General Notes. SUBMIT WRITTEN REPORTS to the Architect of each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been accepted by the Architect. ADJUSTMENT TO CONCRETE MIXES: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, at no additional cost to the Owner and as accepted by the Architect. Laboratory test data for revised mix designs and strength results must be submitted to and accepted by the Architect before using in the work. ADMIXTURES: Use in strict compliance with manufacturer's directions. USE ACCELERATING ADMIXTURE in concrete slabs placed at ambient temperatures below 50 degrees F. USE AIR - ENTRAINING ADMIXTURE in all concrete exposed to weather or freezing and thawing. Add air entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of placement having air content within the following limits: Concrete structures and slabs exposed to freezing and thawing or subjected to hydraulic pressures 3% to 5% for maximum 2" aggregate 3% to 7% for maximum 3/4" aggregate 6% to 8% for maximum 1/2" aggregate Other concrete: 2% to 4% air SLUMP LIMITS: Proportion and design mixes to result in concrete slump at point of placement as follows: Ramps and sloping surfaces: Not more than 3" Reinforced foundation systems: Not less than 1" and not more than 4" Concrete containing HRWR (super plasticizer): Not more than 8" Other concrete: Not less than 1" and not more than 4 ". 03010 -3 96002 CONCRETE MIXING BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 READY -MIX CONCRETE: Comply with requirements of ASTM C -94, and as herein specified. Delete the references for allowing additional water to be added to the batch for material with insufficient slump. Addition of water to the batch will not be permitted. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C- 94 may be required. When the air temperature is between 85 degrees F. and 90 degrees F., reduce the mixing and delivery time from 1 -1/2 hours to 75 minutes, and when the air temperature is above 90 degrees F., reduce the mixing and delivery time to 60 minutes. FORMWORK Design, erect, brace and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position, complying with ACI 347. PROVIDE OPENINGS in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. CHAMFER EXPOSED CORNERS and edges, as indicated, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. INSTALLATION OF EMBEDDED ITEMS: Set and build into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached. PLACING REINFORCEMENT COMPLY WITH Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports, and as specified herein and in structural drawings. CLEAN REINFORCEMENT of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. ACCURATELY POSITION, support and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. PLACE REINFORCEMENT to obtain at least minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. INSTALL WELDED WIRE FABRIC in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either 03010 -4 98002 direction. CONCRETE PLACEMENT HOT WEATHER PLACING GENERAL: Comply with ACI 304, and as herein specified. 03010 -5 MAINTAIN REINFORCING in proper position during concrete placement operations. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 PREPLACEMENT INSPECTION: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast -in. Notify other crafts to permit installation of their work; cooperate with other trades in setting such work. Moisten wood forms immediately before placing concrete where form coatings are not used. COORDINATE the installation of joint materials and moisture barriers with placement of forms and reinforcing steel. DEPOSIT CONCRETE continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. PLACING CONCRETE IN FORMS: Deposit concrete in forms in horizontal layers no deeper than 24" and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. CONSOLIDATE PLACED CONCRETE by mechanical vibrating equipment supplemented by hand - spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices. DO NOT USE VIBRATORS to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. PLACING CONCRETE SLABS: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. CONSOLIDATE CONCRETE during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. BRING SLAB SURFACES TO CORRECT LEVEL with straightedge and strikeoff. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. WHEN HOT WEATHER CONDITIONS exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. 96002 COOL INGREDIENTS before mixing to maintain concrete temperature at time of placement below 90 ° F (32 °C). Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing. COVER REINFORCING STEEL with water - soaked burlap if is becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedmemt in concrete. WET FORMS thoroughly before placing concrete. USE WATER- REDUCING RETARDING ADMIXTURE (Type D) when required by high temperatures, low humidity, or other adverse placing conditions. FINISH OF FORMED SURFACES ROUGH FORM FINISH: For formed concrete surfaces not exposed -to -view in the finished work or by other construction, unless otherwise indicted. This is the concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4" in height rubbed down or chipped off. SMOOTH FORM FINISH: For formed concrete surfaces exposed -to -view, or that are to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, painting or other similar system. This is as -cast concrete surface obtained with selected form facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with fins or other projections completely removed and smoothed. CONCRETE CURING AND PROTECTION GENERAL: PROTECT FRESHLY PLACED CONCRETE from premature drying and excessive cold or hot temperatures. BEGIN FINAL CURING procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. CURING FORMED SURFACES: CURE FORMED CONCRETE SURFACES, by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. CONCRETE SURFACE REPAIRS PATCHING DEFECTIVE AREAS: 03010 -6 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 819196 96002 03010 -7 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 REPAIR AND PATCH DEFECTIVE AREAS with cement mortar immediately after removal of forms. CUT OUT HONEYCOMB, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of less than 1". Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water and brush -coat the area to be patched with specified bonding agent. Place patching mortar after bonding compound has dried. FOR EXPOSED -TO -VIEW SURFACES, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. REPAIR OF FORMED SURFACES: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack mortar. REPAIR CONCEALED FORMED SURFACES, where possible, that contain defects that affect the durability of concrete. If defects cannot be repaired, removed and replace concrete. REPAIR DEFECTIVE AREAS, except random cracks and single holes not exceeding 1 " diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. REPAIR ISOLATED RANDOM CRACKS and single holes not over 1" in diameter by dry-pack method. Groove top of cracks and cut -out holes to sound concrete and clean out dust, dirt and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Mix dry-pack, consisting of one part portland cement to 2 -1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and planing. Place dry pack after bonding compound has dried. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist not less than 72 hours. USE EPDXY BASED MORTAR for structural repairs, where directed by the Architect. REPAIR METHODS not specified above may be used subject to acceptance of the Architect. END OF SECTION 96002 DESCRIPTION OF WORK EXTENT OF STRUCTURAL STEEL work is shown on drawings, including schedules, notes and details to show size and location of members, typical connections, and type of steel required. STRUCTURAL STEEL is that work defined in AISC "Code of Standard Practice" and otherwise shown on drawings. MISCELLANEOUS METAL FABRICATIONS are specified elsewhere in Division 5. QUALITY ASSURANCE CODES AND STANDARDS: Comply with provisions of following, except as otherwise indicated. AISC "Code of Standard Practice for Steel Buildings and Bridges." AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" including "Commentary" and Supplements thereto as issued. AISC "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation. AWS "Structural Welding Code" ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use." QUALIFICATIONS FOR WELDING WORK: Quality welding processes and welding operators in accordance with AWS "Standard Qualification Procedure." Provide certification that welders to be employed in the work have satisfactorily passed AWS qualification tests and WABO requirements. If recertification of welders is required, retesting will be the Contractor's responsibility. STRUCTURAL STEEL TESTING: The Owner will engage a testing laboratory to perform inspections and tests. See SECTION 01400 for Contractor's responsibilities and notices. SUBMITTALS SECTION 05120 STRUCTURAL STEEL BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 9/9/96 PRODUCT DATA: Submit producer's or manufacturer's specifications and installation instructions for following products. Include laboratory test reports and other data to show compliance with specifications (including specified standards). Structural steel (each type), including certified copies of mill reports covering chemical and physical 05120 -1 96002 properties. High- strength bolts (each type), including nuts and washers. Structural steel primer paint. Shrinkage- resistant grout. BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 SHOP DRAWINGS: Submit shop drawings prepared under supervision of a registered professional engineer, including complete details and schedules for fabrication and assembly of structural steel members procedures and diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. Indicate welds by standard AWS symbols, and show size, length, and type of each weld. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed by others. TEST REPORTS: Submit copies of reports of tests on shop and field bolted and welded connections. Include data on type(s) of tests conducted and test results. DELIVERY, STORAGE AND HANDLING DELIVER MATERIALS to site at such intervals to ensure uninterrupted progress of work. DELIVER ANCHOR BOLTS and anchorage devices, which are to be embedded in cast -in -place concrete or masonry, in ample time to not to delay work. STORE MATERIALS to permit easy access for inspection and identification. Keep steel members off ground, using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. MATERIALS METAL SURFACES, GENERAL: For fabrication of work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to cleaning, treating and application of surface finishes. STRUCTURAL STEEL SHAPES, PLATES AND BARS: ASTM A 36. CONNECTION MATERIAL: ASTM A 36 ANCHOR BOLTS: ASTM A 307, nonheaded type unless otherwise indicated. STRUCTURAL BOLTS: ASTM A 325 -F UNFINISHED THREADED FASTENERS: ASTM A 307, Grade A, regular low- carbon steel bolts and nuts. Provide hexagonal heads and nuts for all connections. 05120 -2 96002 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 HIGH - STRENGTH THREADED FASTENERS: Heavy hexagon structural bolts, heavy hexagon nuts, and hardened washers, as follows: Quenched and tempered medium - carbon steel bolts, nuts and washers, complying with ASTM A 325, load indicating type. Lejune or approved equal. Direct Tension Indicator Washers may be used at Contractor's option. ELECTRODES FOR WELDING: Comply with AWS D1 -1, using E70XX. STRUCTURAL STEEL PRIMER PAINT: Fabricator's standard rust - inhibiting primer. METALLIC SHRINKAGE- RESISTANT GROUT: Premixed factory- packaged ferrous aggregate grouting compound, capable of attaining a minimum of 5000 psi compressive strength and conforming to CRD C- 621. Masterbuilders, Embeco, Burke or approved equal. FABRICATION SHOP FABRICATION AND ASSEMBLY: Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on final shop drawings. Provide camber in structural members where indicated. Properly mark and match -mark materials for field assembly. Fabricate for delivery sequence which will expedite erection and minimize field handling of materials. Where finishing is required, complete assembly, including welding of units, before start of finishing operations. Provide finish surfaces of members exposed in final structure free of markings, burrs, and other defects. CONNECTIONS: Weld or bolt shop connections, as indicated. Bolt field connections, except where welded connections or other connections are indicated. Provide high- strength threaded fasteners for all bolted connections. HIGH - STRENGTH BOLTED CONSTRUCTION: Install high - strength threaded fasteners in accordance with AISC "Specifications for Structural Joints using ASTM A 325 -F or A 490 Bolts" (RCRBSJ). WELDED CONSTRUCTION: Comply with AWS Code for procedures, appearance and quality of welds, and methods used in correcting welding work. Assemble and weld built -up sections by methods which will produce true alignment of axes without warp. SHOP PAINTING GENERAL: Shop paint structural steel, except those members or portions of members to be embedded in concrete or mortar. Paint embedded steel which is partially exposed on exposed portions and initial 2" of embedded areas only. Do not paint surfaces which are to be welded or high- strength bolted with friction -type connections. 05120 -3 96002 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 Do not paint surfaces which are scheduled to receive sprayed -on fireproofing. Do no paint surfaces to be galvanized. Apply 2 coats of paint to surfaces which are inaccessible after assembly or erection. Change color of second coat to distinguish it from first. SURFACE PREPARATION: After inspection and before shipping, clean steelwork to be painted. Remove loose rust, loose mill scale and spatter, slag or flux deposits. Clean steel in accordance with Steel Structures Painting Council (SSPC) as follows: ERECTION SP -1 "Solvent Cleaning." SP -2 "Hand Tool Cleaning." SP -3 "Power Tool Cleaning" for finished surfaces exposed to view. PAINTING: Immediately after surface preparation, apply structural steel primer paint in accordance with manufacturer's instructions and at a rate to provide dry film thickness of not less than 1.5 mils. Use painting methods which result in full coverage of joints, corners, edges and exposed surfaces. TEMPORARY SHORING AND BRACING: Provide temporary shoring and bracing members with connections of sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. ANCHOR BOLTS: Furnish anchor bolts and other connectors required for securing structural steel to foundations and other in -place work. Furnish templates and other devices as necessary for presetting bolts and other anchors to accurate locations. Refer to Division 3 of these specifications for anchor bolt installation requirements in concrete. SETTING BASES AND BEARING PLATES: Clean concrete and masonry bearing surfaces of bond - reducing materials and roughen to improve bond to surfaces. Clean bottom surface of base and bearing plates. Set loose and attached base plates and bearing plates for structural members on wedges or other adjusting devices. TIGHTEN ANCHOR BOLTS after supported members have been positioned and plumbed. Do not remove wedges or shims, but if protruding, cut off flush with edge of base or bearing plate prior to packing with grout. PACK GROUT solidly between bearing surfaces and bases or plates to ensure that no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure. FOR PROPRIETARY GROUT MATERIALS, comply with manufacturer's instructions. 05120 -4 96002 BON MARCHE AT SOUTHCENTER MALL PHASE I REMODEL TUKWILA, WA 8/9/96 FIELD ASSEMBLY: Set structural frames accurately to lines and elevations indicated. Align and adjust various members forming part of complete frame or structure before permanently fastening. Clean bearing surfaces and other surfaces which will be In permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. Level and plumb individual members of structure within specified AISC tolerances. Splice members only where indicated and accepted on contract drawings. ERECTION BOLTS: On exposed welded construction, remove erection bolts, fill holes with plug welds and grind smooth at exposed surfaces. COMPLY WITH AISC SPECIFICATIONS for bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to field welds. Do not enlarge unfair holes in members by burning or by use of drift pins. Ream holes that must be enlarged to admit bolts. GAS CUTTING: Do not use gas cutting torches in field for correcting fabricators errors in primary structural framing. Cutting will be permitted only on secondary members which are not under stress, as acceptable to the Architect. Finish gas -cut sections equal to a sheared appearance when permitted. TOUCH -UP PAINTING: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint. Apply paint to exposed areas using same material as used for shop painting. Apply by brush or spray to provide minimum dry film thickness of 1.5 mils. END OF SECTION 05120 -5 OTIST. PARTITION TO REMAIN Owe SECTION INDICATOR ELEvATJOR INDICATOR BLDG. SECTION 4010 '60 Petie DATUM 00 REEMERGE PONT KE NOTE MR. FARMER TOPE RODE) NEW DRYWALL PARTITION. REFER TO DRADING A -AID FOR PARTITION TYPE REFERENCE. ROC7 NA c 44D wn5ER DETAIL INDICATOR DOOR NUMBER E FOR DOOR rvPF FRAME TTFE. I IURTWARS GROUP SOUTH CENTER BON N FIRST FLOOR VICINITY M4P EY1b-DitL1l W A S H I N G T O N ®R,L,WNNG X157 0.I.O GENERAL NOTES SPEOPOs AGO FIRST FLOOR DOID YON N.., PPE, - ',OCR, • CODE ®474, , ttPEIR3 ' =E b1ACBIT HALL: TPFE II N _LASSE c.. a. rF ANTILE ASE. DEPARTMENT .TORE STORAGE F<1lOS Sr o._ 15,40.00 ENER,A , N®TE5 A__ PEONTNIC0- EAR PNE REC. RE D R K ` _� w 7'ROJ. D4T4 06 295-e, FILE COPY Plan Cheek approvals en n4 n„s510ns ana 08410 01D,DDy. the 4,01aDon .DR Wens does not • .ecio�sc .s r n4 C1 05 Od adonis av clzv o 3 p AUG 1 3 1991 HEW N RECEIVED AUG 29 1993 1I,LL1\ POLK �I SO( 'I 1r{EH anYITECTUR1 'PI„\ \\ .1E810140 1120 13756 11111 SF,ATTI Y., WASHINGTON 1624 1 'HO \E (2061 622 -0143 831' (206) 822 -0031 7% e BONMAN(HE R6GISIONS W E, _WIND SAM or ' IVP:ONG1011 NO D4HCR6TT1ON DATE BY ISSUED FOR PERMIT 540101885 JOU 00i DRADD By TIPRIAPP 1310,Del 1,11 THE BON M4RCHE STORE RENOVATION PHASE I MULL) Tf TLE SHEET HI T -1.0 (A-16 THE CONTRACTOR IS IC AR] ARAFT DE AL P TA HOTS. . P G MATERIAL BA:ICING STANDARD INSTALL.. .. .. CET RATED SPACE WA SROSHALL N _ A N D S ING PACKED SED OFF BY L LAN:, ESCUTCHEONS ON BOH I THE CONSTRUCT :ON AS REQUIRED BY LOCAL CODES GN 12 ALL MATERIAL C'S OE O S 1 N SHALL R QL, COMET R S OF GE ICS HA.. JURISSTSTION REGICATITINS ENE -OR .R WADES, :C ICS:ON rC nANER RIS 70 ALL CACUMENTS AND. MOMENT, SnA_1 BE E • +E CONTRACTOR SHALL CONSULT O REGULATIONS Or BUILDING OF DC1 MERY DEBRA RENAME OE MELDING FIT VA., HAWS A ANIL MI G TOR COI C. 3, PERSON, TI L.N. _v BM. D_AG CONTRACTOR _ ; O LIN P A ICI OF _ONBI TONS A. . vORx 1 SHALL P O EL PROPER.' , R01.1 TAJLET TIE OAS AEA.. ALL 3 R_ GYPS,' S.YSTUDS IN UD,. A BOARD Un EXPOSE E w_ES, NOTED AEA:RENEE CMS. Br DLIErC K O -, AL: DEMOLIT ION WORK SE. BL PERRIk.0 IN - SL TO AB, AGATE ACCORDANCE H HE BUILDING MANAGEMENT BACK E MON AND SECURE BLACK RUN TO RE MEAT TONS CO „SE AR E C ._C n_ ACAS. ,r Con RA MEET . OI ABCS AND AGE., REOrAMENTS 1 STANDARDS DC ADDITION. COSTS FOR TS L BE ACAPAD AFAR THE T Du IN r■ ION AA Nr MIT E ME STJPEING Or E A SAN, LOMA AVE MAIL BE INC MED TN TA 13. ., rA P ENE E _ MD FHA .S ANy 42ED SHOO Dg ,, CAON ECCJNE MALL DI KNEADED AL TAVEL 5 DOEWENT 'OR ART SI. R,.On:Rn. ,rt SHrED WITH THE ',ORDINATE D nEEE R TRADES AND MAKE ADJUSEEIS AS REQUIRED TO AS KEW AT NO AiA 1ANAL MARA EORE TA PERT^R RR DEALT. Mr ANC ALL LASTING AA. TO 4 I TET SF RC AND ALI COSTS 10 R SURFACE H DAMAGED S, FO ' TATRA. 1 DE INCLUDED AT TIME CORE WALL _OLUMNS WALL SURFACES TO BE AMIEFATED OR FURRED TIGHT II TN 5/8' GYPSUM 10 3' ABOVE HUNG CEILING AND TAPED AND L "CWED READY FOR FINISHES, UNLESS OTHERWISE O 10 REPAIR AND MAINTAIN ALL CORE WALL RE J WHERE REQUIRED 12 CONTRACTOR TO T L FLOOR OOR SLAB CONDI;IL. TO Y ELAN LEVELING I WORK I REQUIRE, AM, INFORM COSTS AT TIME OF FAT SID Cry Al PARTITIONS OR BAFFLES EXTENDING TO THE SLAB, WHERE SPECIFIED SHALL BE SEALED TO THE SLAB, PERIMETER 0 AROUND EENETRATIONS. SUCH S PIPES. DUCTS, EC. L 0 T0EBECE10 aY C HE VIDE CORNER ° 1 E 1: ACKLE. PREPARE TOSACCEPT REQUIRED, NECESSARY PATCHING, REF INISHINL EXIST AFT SPACE AS REQUIRED, AC TO COMRAC, I FINISHES LA -15 O TDE RED CLOSURE AROUND ALL VERTICAL O RI.YOF PE TO REMAIN EP OO C I S D GEC REPLACEMENT TO 1 .,N AG ALL PLUMBING FIXU. COM E LOCAL COMPLY WITH AN APPL AABLE STATE A D LOC. ALES AND REGULATIONS. 3N-21 L WOODWORK ATIALRD TTO PREMISES AND ALL 1 DOORS Sr CAA, CN - +. ARE LOCAL WITH LTA. r N CODS AND RECU R S OF n k BUILDING CODES ELLE AS ANY AND AGENCIES .RAII,I:IIA AGENCIES INCLUDING, BUT NO 10, OSHA, AMERICAN DISABILITIES ACT FAD., EMITTED ,N c. - GENERAL NOTES SHALL AAR, TC ALL P IRCSIOPP!N6 RE OLIRCmENTl AS RQt TOC AL CC'lS DRAW,NCS AT 23 NI EXISTENTS RORK., AFECAGN BOXES. U _ rT -aH CONTRACTOR SHALL RE RESPONSIBLE u PICK UP TIC THERMOSTATS BOARD E v ION A - _ CF. ICE LDING PERMIT au T T.E BUILDING DEPARTMENT TO F. GYPSUM ' EA I.DEO NH NHL Wv S ANC PAY OUESTAEDINC ;TES AFT. SHALE SORT q[t EA A N L ACTOR TO F OOFING TOACCOMMODATEDUCTVORK, F REE RT .R GN -BA NE ROVED. _ E. MG SHAT_ lTn WIND EE AEON, THE CON SHALL PR BARRIER CONSTRUCTION AND A D OuNDPROO SE RESPONSIBLE FOR S 'I T 1 C ': f ' TEN OF ALL TRADES AND MTARIALS, a RI 'OS C S C CO R I E ENDER THE CONTRACT S PROADED BT OR F E: E' L HE OWNER SPACES ETA' TS OBTAIN. BI DKTFAET PAR 1 i 1 10fr AN. El T T NG FAN, ERMA ,1M AL_ u INNER SHALL RORDE, MATERIALS TO BE N CONTRACTOR DISCONNECT NUFA NSIALLA.ION OF AM TEEMS A7 FE O.NER S SUBSTRATE L L E 'D P A. PREMISES WHICH ARE DESIGNATED O BE BST R u p OF Wa AND NOTIFICATION N EPA 10 Br RELOCATED PRIOR G INST.ATION. J. 12 THE CONTRACTOR STALL PROVIDE THE OWNER, IN SEPIA FORM, 'AS-BUNTS' DRAKINGS FOR ALL TRACES. LA CA EHI CONTRACTOR SHALL SUBMIT APPROVAL COORDINATED SOP WINGS DRAE MAWS HATTTNG AN M EACH O T NO METED TO HVAAC SPRINKLER, UMBING, B NG LIGHTING ETC. _ONFE .:IS OCCUR AFTER ...AARON OF n Y TRADE S KIRK. IT SHALL DE THE RESPONSE., YT OF II RT,.:M1 ZONTRACTOR fc SAE AT NO cos TU E OVNER WHETHER T TO v E.d AwooN0o2T m SA. IRINT ! REMODAL AS DESCRIBED TCREIN ACCOMPLISHED WITHOUT STORING Or THE (LOOK EXCESSIVE QUANTITIES OF ANY I MA RUBBISH Or Y SORT RESULTING INN RE+ U. , EA - Dls IN THE aoORU REMOVED AI INNIS SHALL BE rR + ATE CO TRACTION SITE DAI Y E CONTRACTOR SHALL PRECAUTIONS O NA 1 E PROTECTED ACCESS OF ALL TEND E PERSONNEL AND THE 0 UCA TA AREA INVER VIII CONSTRUC ION NOTES EHE CONTRACTOR SHALL REMOVE ALL PIPE SLEEVES PROJECTING G I G SLAB. CH _L FINE L ETC. APES u. :ENDA TS IN WALLS THAT ARE F:. BI_ ..^GUSHED AR, TO PE REF.. wen, TRARACAEr AND AI_ AEMS D CENOLIT A ION NOT EH ERA, IMPLIED ANY ED ON P ANLUDE- SUCH COS Sr1d OR SPECIEICATIONS D TO INC . BID UNLESS OTHER.. ADVISED AT AALE _ REMOVAL OE A.M. AT EPIC. I LIT .ONOA +Y AND LOOTER ON L 1 ELUDING, BF NOT FEAR TED T0 ALL ENGINEERING, COMMUNICATION. Er. FOR SCOPE 5o K TO BE INCLUDED Al BIT AND PAN O D. RD 0 SE: II U RE FOE COMPLETE INTERTOE DE. II TON AND AMA D 511. A, IESCREA D AND AFC 1, AI BE REASONABLE 1,PLIA AS SS/AR' . _EIPLEEE THE .ORX IN ALL RESPECTS JOBS q INSPECT.. mUST BE CONDUCTED 'G TO Ex TEEING [ONO I DNS, O DETERMINE RE AND SCENE OF EOM OR ANY DIFFICA TIES THAT INEDAL AND REMAIN AS R 1,MENELNENT OF WORK AS NOT TO AMAGEE LAKE CONSTR.'. NA DEFER SIRUATURES THAI ARE ENDED 70 REMAIN ANY DAMAGED AT TIME vDRW IS TO BE REPAIRED AND/OR REPLACED TO mATEN EXISTING CONS REFER Tc ENGINEER:NG. AND/OR aTIONA AN - ICES. ET ELT R AND C HALL BE DEMOLISHED ITEMS SCHEDULED OSHED. DM 13 CONTRACTOR TS ARCADE SUSI BARRIER PROTECTION ..SETH_ IDEAS TO REMAIN AS REQUIRE, ITAEN CEM.S TEN TA a _ LIRE ANY WORK WOR K AFFEC FAA.. IV STEM Y AND EPA NO iIF NCO. E NET DI MS ry RI N L x G OF ANI .INK BE DAFWAGED, _u OR BROKEN REMOVE AL LL CONDUITS L[ AFTER WALL DEMOLITION UNDGISWITCH AOXES, ELATES BRIDLES, PR E ELEC TRICAL C LINES, OR OR ANY OTHER TELEPHONE A DEMOLISHED RE O OR I LINES NES A ARE E TO BE WIRING BROUGHT P BA REDS. ETC nnL _I S<¢GECUD oR CAPPED WHERE EXISTING PARTITTONS ADJOINING EARS. FLOORING, HAVE CEILING, E O BE LEVE NEV P P AEL INN L N: CARE, WALLS, EXTERIOR TAEES CILu1NS ARE TO BE DECKED FOR CRACKS, EAVES, IMPERFECTIONS AND ARE TO BC SCaRPATCNEp ;F NECESSARY TO PROVIDE A SnpO TH EvEH FIV I SN . CC - 2 LOCATION OF REQUIRED ACCESS PANELS, IE ANY, n BEE TIRE INSTALLATION H APPROVED RESPONSIBILITY' TY OF THE CONTRACTOR TO PROVIDE SAID ALLIES PANELS AS PART OF HIS BA BID WHETHER N IMPLIED BY THE DRAWINGS OR F SQUIRED BY FIELD CONDITIONS: PANELS VISIBLE IN GYPSUM BOARD WALL OR CEILING LOCATIONS SHALL DE GYPSUM BOARD FILL PANEL TYPE. CC -3 PARTITIONS ARE To BE ERECTED PLUMB AND ALL TRUE CC -5 0 100 OCK PARTITIONS AND JOINTS ARE OBE TAPED AND SPACKLE° FLUSH, READY FOR SPECIFIED FINISHING TREATMENT ALL EXPOSED CORNERS ARE WO BE FITTED 111TH NEPAL CORNER BEADS, CC - 5 ALL JOINTS SHALL BE SEALED AND FINISHED STRAIGHT AND SMOOTH LC - 6 ALL PARTITTONS E F ENTERED nNMALIGNS. UNLESS OEHLREISF NI . CE -7 TOR EARTITIONS VNICH ARE OFFSET AT INIESE:LIOr WITH PERIMETER WIND. WA PORTION OP PARTITION PARALLEL WITH WINDOWS BE HELD G' FROM CONVECTOR UNLESS OTHERWISE NOTED CONTRACTOR TO CONFIRM CLEARANCE WITH BUILDING MANAGER ETC, AND ADJUST DIMENSION ACCOROIGLY. CC-8 ALL DOORS in B[ DAYLIGHT FROM ADJACENT WALL AT HINGE SIDE, TO OTHERWISE NOTED CC -5 ALL DIMENSIONS NOTED r0 BE MAINTAINED. AM DISCREPANCIES MUST BE IMMEDIATELY IDENTIFIED TO wPA FOR FIELD LDLADJUSSTMENT PRIOR To PERMANENT YORK OR CEA 0 CONTRACTOR TO PROVIDE ADEQUATE FIREPROOF SUPPORTS EIIH DRYWALL PA 11016 AND CE I NGS f SUPPORT AL_ WOODWORK ITEMS F RAIL GS. GLASS, FASCIAS /SOFFITS, FURNITURE E TC • RE MORE THAN ONE PART I LION TYPE OCCURS ON HL SANE PARTITION, THAT PARTITION SHALL HAVE THE CHARACTERISTICS OF BOTH PARTITION TYPES 1'. E PLUMBING PAR IT MN AND SOUNDPROOF CC - I2 ALL DRYWALL PARTITIONS IN BATHROOMS i0 HAVE MOISTURE RESISTANT GYPSUM BOARD ON BATHROOM SIDE CC 13 CC 15 CONTRACTOR TO PROVIDE FLOOR MOUNTED 460108 SUPPORTS IN LOW ¢IGHT DRYWALL PARTITIONS AT ALL UNSUPPORTED ENDS GREATER THAN 3 0 FROM AND ED DEGREE CONNECTION V EH ADJACENT PARTITIN OR COLUMN CONTRAC IS G INSTALL ALL AND BLOCKING AND E PROVIDE A GROUND AS REQUIRED TO FOR 00 THE INSTALLATION GE WINDOW BLINDS. DRAPERIES AND CURTAINS USING FIRE RETARDANT WOOD CONTRACTOR 10 LAYEIUI FUSING CHALK LINES AND P AIATE ALL FURNITURE PARTITION SYS'_M PANELS MR REVERE AND APPROVAL BY EPA CONTRACTOR U INCLUDE COSTS OF INITIAL AND D STRIKING OF LAYOUT OF PART II IONS PER REQUIRED FIELD ADJUSTMENTS P ATCHING 0 AND /OR CUTTING OF WEIRS OR FRAMES ETC E LEVEL A STRAIGHT FRAMES AND AND EITHER FINSTALLATION D HS AND f N SHED C_ -110 CONTRACTOR IS RESPONSIBLE FOR COSTS TO REPAIR CONVECTOR /RADIATOR COVERS DAMAGED BY DEMOLITION OR NEW CONSTRUCTION, nCE P OR TO PROVIDE AEA X B' u 3 Y500D PANELS MOUNTED WITH 4' D. 9 FURRING ONWA L Of TELEPHONE ROOMS, ICE INDIC COMPUTER R0014, PAINTED FINISH AS ATED ON PLANS GC-20 cO1R5Croe TO FURNISH AND INSTALL ALL PLUNGE. FIXTURES. S_ S DETAILS D T N IA LSFCRLOCAIOS AND TO SPECIFICATIONS REF. ECETD AIL INC NOTE r '" RC 6 RE 5 RC J AL EARS AND LCL:S SELL BL 43E.1 T, 2.. n C,. NCL r THEI .L,PFS C 3. ' OA N.A. TO BE USED FOR SIONA 1 .,n.. I :S ES'OR ALL L .cM REQUIRED SPRINKLERS, ETC BEFORE _ CEEDIUL IGHT WORK AND . v NCR WITH M CCSS INCURRED a CONTRACTOR IN REPOSITIONING CETLING T r,, DURING CONSTRUCEION DUE TO CONFLICTS Of SERA TEE RUNS WILL BE BOURNE BT THE so5 TOR MADE D S NSTA B N SAN G D ESUIPMENT AN A AIT AI_ APPLICABLE CODES AND 'LOCAL L,..S REF, I .I EERIE 'S C AL, WED ROBE. ALE TEATAL, PER ALI AR. TRALE MAT AE R( ,3 ENGINEERING P _ RE ENAIR S S DIFFUSERS CF- A_SIC AA_ ACCESS PANS AS REQUIRED AR SANDEA EL ENTAI. A T TS uoRDINAir FOCAIONS FE EH AM Mi.. '6 T ALL. ION MEL MOUNT. CONTR. DEVISES ARE 2 51 L. AJPROVE D BY EPA BEFORE INS .A. LA ON IB I AMiREPac C IES OR CONFLICTS . MTENT In ACCOSPL STING CEILING LURK PRIOR in AWARD ALL SUCH RELATED ABJUS g COSTS WILL L BE BOURNE BY TIE CONTRACTOR RC - 17 CONTRACTOR TO REVIEW DUCTWORK RUNS AT HEIGHTS WITH EPA AND ENGINEER PRIOR TO DRAWINGS AND TO ACCOMMODAT E DESIRED DESIGN CRT TER I A TRACTOR TO INCADE COSTS FOR ONE SE OF IC SIMNS TO SHOP DRAWINGS AFTER SUBMITTAL. RC - 18 THE CONTRACTOR SHALL PROVIDE C2I UNOPENED BOXES OF CEILING TILES (A TYPES/ TO THE IEN, UPON COMPLETION Or THE PROJECT E [ ECT PUNCILLIST RE , NTRACTOR I RESPONSIE FOR MAIMEAIN NG 1H AB L AMPIL G Iry IL vurvCHU ST COMPLETION AND sicBLuiv uN RC 20 EONF IRE CEILING STARTING POINTS V !H VP.A PRIOR C INSTALL A'IOrv. RC 2I SWITCHES FOR EXHAUST FAN PROJECTION SCREENS ETC. O MATCH LIGHT SWITCH SPECIFICA GANG PLATE SNITCHES TOGETHER WITH ONE OVER RC. 22 ALL LIGHT SUITCHES SHALL RE INSTALLED 3E A WIFE _ f E G Rp INTERSECTION UNLESS OTHERWISE GILT 1. MORE THAN ONE SWITCH OCCURS IN FE SAHE IN CA. L :TOE U LOCATION OFA COVER DE - .STALLED PLATE PT 3 SWITCH. AND AR S..CH A Iv_Sv m, AGFARE RC L VER S RC 25 ,A1TEKAR HEADS , 0 C PLATES B ALL AREAS UNLESS TA' El T. 'IEREISE NOTED TEA :LA.:_ A _LA NOTES SHALL CENTRACTOR BE RESPONSIBLE T ER ADECLAIE AND ATE RECIFE, AlwER AR CONDUITS BUILDING L WE NAMES A FL ENGINEERING CIR[. 1 ING AND ANE + O - E SU, AS U N ES OUTLETS, ETC MUST BE CLEATED .LV wEA 'S MAKINGS _ LTAGE COMUP L • ON TART, IS TO AE COORDINATED TELEPHONE ...SENT E AND TENANT 0 NIL LINSULTANT, INCLUDING REOUES'S TOR r C f. 'I .E F ES BF., TC 3 KI.IN N STALL B[ S LIED IHROUGP M. SLEEVES FLOOR. CONCEALED BA PARTITION. ENGINEERS 'D ELEC SUB ARL ER S EQUINE S AND o5 A, L t AS NOTED ,SEE DRAWING, SA EABLL Tr1RENG AND RECEPT AC' FS TC-5 :ARE TT:MCNEIL. AR SHOWN Al PLANS A' e OF GROUPED ONT.. ELECTRIC AND . OWLETS SHALL NU BE NG MORE AN BL 0 ONC T C HORIZONTAL, : C wHEAF EXISANIT POEM CIRCUIT; AIT TEPEE NG SAME MA BE END UAL . RI 0 ett. CAS "G TWA MR ATE BUZZERS, B' O.NS E O " PLATES . LANG PLATES. CA, PRIOR r0 1U AND. MICR 1E-0 AI OM. .SOTELS B RE INSTALLED AFTER COMP. T. OF WALL YV[E OR, ANTI rscos TANIS,. UNLESS OTE4.ISE E 9 ALL TEC TRICAL FANO_ BOARDS S RECESSED TYPE ROSH SE 10 Wq ILMETS E SHALE BI FINISHED HUSH IMO EA.. IN GENERAL ALL EXISTING PIPING WIRING, WHICH SCHEDULED FOR REUSE SHALL BE REMOVED, oP_O AND Elry SHED OFF IN A EFORKHANLIKE HAIL FER TO PROVIDE AN ACCEPTABLE APPEAR..[. TEA SAW r ME A 35 E 2] _ ELECTRICAL PANELS 41 L OC B CAW WPA AND CONY SUIT ENGINEER SUITABLE AND LOCATIONS CONTRACTOR TL PANELS INC DI ITENEFICATTON SPARES, E - 28 TE 30 TASK LIGHTS FtENITURE S A E BE FURNISHED BY FURNITURE .00R BU INSTALLED BY FLEUR:Elm ELECIRIElm MAL INCLUDE ALL CO, AFSESSAE• : EIS ' UP LL my, L .S,L 1. A H. CLOSE E_E'IRIC .e T RMS /Na Ay MT AR NECESSAR. Hc ET NP ETE ELI_ <. ._ STNCLE CG si c EONTRAC REATE5 A, PET ER TT RS CON I, LECAEFTE FOR At, EAS BE CHECKED AND MAINTAINED CONTRACTOR AS ACTT A DO'LE'S TOTS WI TIT f S.R4T. I L DE NE: O ' ..P RE REmOVED AND ma AEC. ATEA .1 EXISETNO 7. EENEANY A ELECTRICAL NO EXT : S. RE.-AD ... .LR EHE LEIOrv4Ca S REWIRY OC IC .... a _.S EV. T._ ALL RAIN! A S C E.CAT A' - BE APP. FACEi COATS OvER T1> MINE AS Ram REG EXAMINE MA FOR OC S ANS MRIAT R Aa_ a M RCCE_D F DE E _ _,rv_ U. STREAM C L -__ PING SHAG T CG D S S OULD 3E ..__C SEALE. R,- LING vA__C .ER.. TOLL FRIAR PROTEC AL THERE CAR.: SEAHS Lre LOCATE SEAM MDM ANA SRI ACE LL CONDIT]Or R PiTING sw _Sea vI A ME,U_ ., S 6 - W41 AMS IS II I WE ILL AR _ E s O ,s: ION WILL ACE BE PONSTATE A OE THE AM TEN. TENSOR EvATERIAS. 0 C . C ES O ECOMMNDE Y E D WG ONE OR T C S GR A ON L. J T O C FM, AND RDI O T' TNAC DDE VLRV OF ARM !SA. CODES FRAE SAT AL T., WcY RG GTY\ ...E PS Ee EY �99� 0 S FL PROPEELY I, IN A E S NA:r U \l0 \ N��AS FAR. A; rx1D COOED:LAE: A COI R. R " e u L D FEET METALS. DRAFT,. t G R00 _R LA.OJT AUO ( 1386 DNA. •HCA. TOR TO CET,' D uc rW ORK ARE „_D rDIT TEA ANC FREE Of 'EAKS LW OMMUFEC BRA.,NGS, ETC. yy��'�/ 1SSOCIATES ARI:HITFrTURE /PLANNING /INTERIORS 1120 POST ALLEN', SEATTLE, WASHINGTON TELEPHONE (200) 822 -0443 FAX (200) 022 -8031 .7heBON MAR(H( SOUTH CENTER WASHINGTON RECISIONS NO DESCRIPTION DATE JOB NUMBER 0800 %000 JUL7,11.1996 PROJECT DIRECTOR 00BIGN00 BY" 508 5010 APPROVED SCALE \IA PROJECT TITLB IBBUED FOR PER, ALHI Arz M wwuNCiPM ' THE BON 1`114RCHE STORE RENOVATION PHASE I CSOQTN CENTER MALL) 0 SHYLY TTLO SFBECIFIGATIONS GENERAL NOTES SBESR HANDER AY Jr] • 13 • • • • • • • • • • • • a • L . • EXITING CALCULATIONS SQUARE FOOTAGES• FIRST FLOOR TOTAL SQUARE FOOTAGE. 73,35000 BUILDING REQUIRED (STAIRS, RESTROOMS. SHAFTS, ETC./ 4,725.50 SALES FLOOR 57,180.50 SALES SUPPORT (STOCK, FITTING ROOMS, ETC) 11.472.00 OCCUPANT LOADS. BUILDING REQUIRED (STAIRS. RESTROOMS. SHAFTS, ETC./ SALES SUPPORT ISTOCK, FITTING ROOMS. ETC.) SALES FLOOR OCCUPANT LOAD • 0905.35 IAS BASED ON SECTION 1002.01 EXCEPTION .1 EXITING WIDTHS. REQUIRED. 1805.35 124 • 38007 13I' -9 EXITING • 812.00' 151'-09 PROPOSED. - 504.00 142' -O'1 NORTH 14,725.50 / 1001 • 4725 111.472.00 / 3001 • 38.24 157,180.50 / 301 • 1,805 35 PERkIrr CENTER WILLIAM POLK ASSOCIATES ARCHITECTURE /PLANNING /INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TF.IEPHONE (206) 622 -8443 FAX (206) 822 -0031 7%e BONMAR(H SOVI, CENTER WASHINGTON LOCATION PLAN FIRST FLOOR REVISIONS 400 ROWER 92002 PROJECT DIRE APPROVED CRABN BV SCALE TWIT MUM No DESCRIPTOR DATE ^BY. ISSUED FOR PERMIT AU012.1888 N996 SHEET TITLE ON EXITING PLAN FIRST PLOOR AUG 1 3 1996 406.171996 CwIBx°.B B. CRECERD BT PROJECT TD9E THE SON M14RCHE STORE RENOVATION PHASE I (SOUTH CENTER'. MALL) • • • Al • L_I i • • 1 i ❑( J pi • T PLASTER CLG 7 1T -8' 1 • �IPLASTER CLG. • a IT -8' • GO • 0 p. • YX2' LAV-N CLG. 7 II' -8 I \ 2'X2' LAY -IN CLG. T 11' -8' 1E1 d I OPEN TO STRUCTURE ABOVE LJ6 ®.J 1 P -A. I B. V •qb -oa4 I CEILING DEMOLITION PLAN LEGEND SYMBOL _ -- DESCRIPTION EXISTING ELECTRONIC STRIP LIGHT FIXTURES TO BE REMOVED. EXISITNG 2' X 2' DEEP CELL PARABOLIC RECESSED FLUORESCENT FIXTURE TO BE REMOVED. EXISTING 2' X 2' DEEP CELL PARABOLIC RECESSED FLUORESCENT FIXTURE WITH WHITE LOUVER AND WHITE REFLECTOR TO BE REMOVED. EXISTING FLUSH ADJUSTABLE ACCENT LIGHT TO BE REMOVED. • EXISITNG ELT ELECTRONIC COAXIAL REFLECTOR DOWNLIGHT TO BE REMOVED. EXISTING COMPACT FLUORESCENT RECESSED WALLWASHER/ ACCENT LIGHT TO BE REMOVED. EXISTING 2' X 2' RECESSED FLUORESCENT LIGHT FIXTURE WITH 12' CEILING PANEL RECESSED INTO PLASTER CEILING TO BE REMOVED. EXISTING 1' X A' C /DEEP CELL PARABOLIC RECESSED FLUORESCENT FIXTURE TO BE REMOVED. EXISTING BARE LAMP TRACK FIXTURE W/ SURFACE MOUNTED TRACK TO BE REMOVED. SAVE AND STORE FIXTURE HEADS FOR FUTURE REUSE EXISTING BARE LAMP TRACK FIXTURE W/ SURFACE MOUNTED TRACK TO BE REMOVED, SAVE AND STORE FIXTURE HEADS FOR FUTURE REUSE. EXISTING 2' X 2' RECESSED FLUORESCENT LIGHT FIXTURE WITH 10 CEILING PANEL . RECESSED INTO PLASTER CEILING TO REMAIN NOTE ALL MSG. CHI NOS TO RE REKOVFD NORTH WILLIAM POLK ASSOCIATES ARCHITECTURE /PLANNING /INTERIORS 1 120 POST ALLEY. SEATTLE. WASHINGTON TELEPHONE (206) 822 -0443 FAX (208) 822 -D031 I?heBONMAh(II( SOUTH CENTER WASMINaTON LOCATION PLAN' FIRST FLOOR JOB NUKBER 96002 PROJECT DIRECTOR 5DES DRAWN BY 9072 APPROVED SCALE SHEET TITLE MEET RIMER ECISIEREO REVISIONS NO DESCRIPTION. DATE @HOED FOR PERMIT A0008IO98 AUG.05.1996 DEGND of MICRO ET PROJECT TITLE Ti-1E BON I" IEARCHE STORE RENOVATION PHASE I SOUTH CENTER MALL) DEMOLITION PLAN (DEICING) FIRST FLOOR • • • e —r I_ I , • r v � e � 41 dL —a ryrylI - ,ED I, °_ J • • Li ow • • • POOL ( as4< C t D la r4w �l • F c` 1'i9b -041 NORTH P AUG 1 3 1996 WILLIAM POLK ASSOCIATE ARCHITECTURE /PLANNING /INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE (206) 822 -8443 FAX (208) 822 -3031 7he6ONMAR(11if LOCATION PLAN. FIRST FLOOR REVISIONS NO DESCRIPTION 10B NUMBER DATE 96002 4U24051996 ROHM DIRECTOR 5DB BRAN BY 5DB APPROVED SCALE 720)761 TITLE SHEET TITLE ISSUED FOR PE117118 AUO323000 DESIGNED BY 2382883 BY PARTITION PLAN FIRST FLOOR WASHINGTON THE BON MARCHE STORE RENOVATION PWASE. I !SOUTH CENTER MALL) 1 ®/ • • i t .. n II ❑ _Li _ I Il - -' ❑ '....... • t b . . y , ' � { 6 GYP 6 b _ r =1 11 T ! ti 1 I +� I t � � _ .- - t- - �'_ i O.J r � '-* ❑ ❑ : ❑ ❑ GYP BD. CE 7 10 A.F.F. • ❑ ❑ 6 _ ❑ b LI E%I G. PLASTER 1Y -8' A.F.F. • LI • b b b b 6 b ❑® D ._ . 9 • 2' X 2' LAY -IN Fast / CLG. 711'- 9 °A.FF. LJ iTh1=1 -. 0 6❑68_0 0861 0/O ® G 0 ❑ ❑ ❑ _ ❑ _. ❑ 6 . . . ❑ ❑ ❑ . .. ❑ 9: 4; ° 6, ❑ ® ❑ ❑ . ' ❑ • ❑ o- ❑ ❑....❑ ❑o- CLG T1Y -B'A�F F. ' .... o ❑ ❑ ' ❑ Ca b ❑ ❑ ❑ ❑ ❑ X LAY l ❑ n 9E12 99q 4 4 ❑ ❑. ❑ ❑ ® O [� Iclb OPEN TO STRUCTURE ABOVE t 1 OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE CEILING PLAN LEGEND SYMBOL DESCRIPTION SINGLE LAMP 285 M2 TB ELECTRONIC STRIP LIGHT FIXTURES IN 3', 4, 8. AND 8' LENGTHS AS SHOWN ON DWGB. - 277 V. -'INDY' SN-125R -SSB 1381- OCTRON 3000K INDY • SN-132R-SSB 1489 - OCTRON 3000K 'INDY' SSN -225R -8813 (72') -OCTRON 30006 'NOY' SN- 2320 -SSB 1989 - OCTRON 3000K 2' X 2' DEEP CELL PARABOLIC RECESSED FLUORESCENT - WHITE FINISH REVEAL ❑ 'INDY' 215 -CO -232 - FINITE LOUSES AND WHITE REFLECTOR -277 V. - WITH 121 'U' BEND TB FLUORESCENT LAMPS ILAY -IN CELING INSTALLATION/ 2' X 2' DEEP CELL PARABOLIC RECESSED FLUORESCENT - WHITE FINISH REVEAL 'fNDY' 215 -CG -232 - WHITE LOUVER AND WHITE REFLECTOR -277 V. - WITH 12) •11• BEND TB FLUORESCENT LAMPS I PLASTER INSTALLATION) FLUSH ADJUSTABLE ACCENT LIGHT - WHITE FNISR - 'INDY' 40101 - 120 V 80 W CAPSYLITE PAR WIDE SPOT - 120V -680 PAR 38 /CAP /WSPI PLT ELECTRONIC COAXIAL REFLECTOR DOWNUGHT - INDY. K8188- 322-SA - • 277V. - 32 W PLT COMPACT FLUORESCENT 4 PIN 3500K • COMPACT FLUORESCENT RECESSED WALLWASHER/ ACCENT LIGHT 'INOY•24' LENGTHS -'INDY' 77482 -40 FOS NO. SP544 -01 - 277 V - COMPACT 24' LENGTHS -INDY' 71402-40 FDS NO. SP544-01 - 277 V. - COMPACT FLUORESCENT DULUX -L IFT DLIR30/RSI LAMPS EXISTING 2' X 2' RECESSED FLUORESCENT LIGHT FIXTURE WITH 12' CEILING PANEL RECESSED INTO PLASTER CEB-ING 1' X 4' C \DEEP CELL PARABOLIC RECESSED FLUURESCENT - "INDY' - DCP SERIES WHITE REFLECTOR, WHITE REVEAL 7 WHITE LOUVER 277V BARE LAMP TRACK FIXTURE W/ SURFACE MOUNTED TRACK - , INDY' 318T -W - 120 V. W/ 80 W CAPSYLITE PAR 18 LAMPS DARE LAMP TRACK FIXTURE WI SURFACE MOUNTED TRACK - ' 4 T T INDY' 318T -W - 120 V. W/ 80 W CAPSYLOE PAR 18 LAMPS CENTER FIXTURE TO BE INDY' 701T -39 - WHITE FINISH - 121 FDVAO- DULUX -L 39 OR (2) PL-L39 LAMPS - 120 V. AUG 1 3 1996 G \ \N P`RpV to \ T \996 REFLECTED CEILING PLAN FIRST FLOOR WIITJJAM 1 OLll ASSOCIATES REVISIONS SCALE NO DESCRIPTION MET NUMBER ARCHITECTURE /PLANNING /INTERIORS 1180 2099 ALLEY, SEATTLE, WASHINGTON TELEPHONE (205) 022 -8449 FAX (208) 622 -0031 7he BON Pi AI(H cSATEn WASHINGTON LOCATION PLAN FIRST FLOOR N REG PO DOlING FOR PEBMT ASSAO1E96 108 men DATE 96002 GUG.05.10% PMELT DIRECTOR ODES DRAWN BY 0888065 BY 000 .APPROVED PROJECT TORE THE BON •14RHE STORE RENOVAThO• PHASE I • SOUTH CENTER MALL) '1 . SHEET TITLE • C-3 I e• BORDER C - •— ; l4 T -2 __.. INTIMATE APPAREI VB -1 �I I B -1 z i- N B rT lz � II �r i T -1 C -3 j C -1 T B BOBBER SC II • • _ C-2 LVB -1 VB C - • T -2 C-2 1 . j B BORDER , 8 LB -1 C-2 _ J B BORDER • � aUOI it • WOMEN'S WORLD C -2 B. BORDER • -2I _ L VB -1 I Y�qb -041 SC 1 AM �+ ��yy// CIA TES �, \SS()CIA 1 ARCHITECTURE /PLANNING /INTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE (206) 622 -0443 FAX (206) 622 -0031 34eBONMAR(Hf' LOCATION PLAN FIRST FLOOR r .Li . REVISIONS NO DESCRIPTION BATE JOB ER 98002 PP ECT DINE SDB DNA.x Nr SDB APPROVED 1 /6' • r -0• PROM TIM THE BON MARCHE STORE RENOVATION PHASE I (SOUTH CENTER MALL) SHORT TITLE SHEET NUMBER ISSUED FOR PERMIT 8.12.1998 DATE AUG.09.1998 DESIGNED BT CHECKED BY FLOOR COVERING PLAN FIRST FLOOR NEW m SHEAR WALL ' -EXIST. COL. O REMAIN S• MBE • -° y y SLAB TO � ' SEXIST. PAN JOIST REMAIN t- DRE AN e '''ss- EXIST WALL T p TO WITHIN BELOW x W HC 53 NIN2 CP EMBED PILASTER EA END J I � STRUCTURAL NOTES PO1 IK A SSOCIA H T ES ASSOCIATES OL. 5 ERIBED7 —T' o ABCMf6L'NR8/PWBIINO /Hf181RORR 1120 POST ALM, RRAma, R!®NBION =PHONE OW) 022 N(N WO 8� -6021 / . 5 • 0L. Ls A CL. _.u. ® 5 A 1 OC. E. 5 i 5 • S DC- EXIST. COLT REMAIN V , �l Ii L Y ®N 1 111 �R\ l 11 L �1 50'+ -Ery Ee u4 B4�ING TaN DESIGN AND CONS On SEW. CONF OHM TO Nf N.FNR B. _D vG0� 99a c0;`Orv_ I 'RA R � '0N CiOR SNAL_ PRO ,DE DE BRACING OR SUPPORT C'UI RED TE :R Ds D o s TCTIKRAL COMPONENTS D E - REA TMENI, AND DIMENSIONS NOT SHOWN. CONSULT MECHANI C AL A - 5 AND NS 0 . OPLN NGS OR DUCTS IC-ES ETC - SHOWN. EXI EXISTING. CONCRETE: STANDA D 301 O CO CI O O.SC AMERICAN CONCRETE 0 STRUCTURAL INSTITUTE N S BEG, R RIE, OF ACIN S SHALL BE IED B! AY r v 3 T 5. D C L. DE E SP C �L c YIN SACKS SPEC: INSP. USE CEMENT [ REOU, RED COVCR. CY , 6 /2 YES SHEAR GALLS iTHE P UY 0 SOLVABLE CHLORIDE ION SHALL NOT DE USED U D "_ ENGINEER. AS A ALT RNA I VT ` W^ ABOVE, CONTRACTOR MAT S.M. I CONCRETE 0 WEFTS IN N TWO PRIOR i0 PLACING - E . ALTERNATE u x DESIGN SHALL BE REVIEWED FOC CONFORTANCE TO LEG 2604(T) z. REINFORCING STEEL ASTM A-615 GRAD, 60 ( +), . 60 ES. DEFORMED BARS FOR BAR SIZES NO. 5 8 LARGER. GRADE a0 (Cy = e0 TS. FOR N0. 3 BARS. T PROVIDE CLASS B LAP SPLICES. MINIMUM CONCRETE C BE, CONCRETE T EXPOSED F COVER WEATHER OR EARTH 3„ • INSPECTION, IN ADDITION TO REWIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS. SPECIAL INSPECTION BY A SPECIAL INSPECTOR SHALL BE PERFORMED FOR CONCRETE PLACEMENT, REINFORCING STEEL. EPDXY DOWELING AND SAW CUTTING. OF G\PV R QVE PPP l P9 o $F \ II' pN \5 \� ep \L CRnoi' ` ru c Y � . � RIND CE S R S .P'i '^ ScAL I -m I SC4E 3]a .I 0 1 SECTION 2 SECTION 3 SECTION q NEW SHEAR WAL EXIST COL. TIES • 5 OL c I1 OL. E. Im' SHEAR L WAL I ' 1 L.C. EMLI 6 TIES -EXIST. COL. III : LOCATION PLAN:FIRST FLOOR 7 e• a °` 1 I -- i — ED E -. 5 1 -1- „ L i. J— -- — - - — D n� ' I f or t I\ I I 1 -- _ 1 _ 1 I— — 1— -- r rt — — — Ga. EBEO . /)q / X 5 B D.S. DuAe. LNG. OK Y EMBE CBOTip - I SPIN ONLY DCT SYSTEM ExeT.9l 6TRKT. SLAB TYPICAL N-.. DOI.EL51L91 EXIST. PILE CAP EXIST. PILES / BC.AL 9/4 -m' _ 1 1115 T,8 C(AR. J COS IS 50 WA ID EMBED BOTTOM Bi.91R S ONLY (LILTI DO ELS) I EXIST PILE CAP TYPICAL ALL il - EXIS T. PILES SCALE 3]4 • T -m' 5 SECTION B I SECTION 7 I 8 0 I - 1 I °i W lY, Poll R E O MA9vg1 REVISIONS NO Nmcuvnoe OM By g 10 � 11 i 12 I I m O m €* MD6 AVOVE AS - Ra SHEARMALL TO REMAIN AIN — SHEAR.. EXIST. EAR REIN © - EXIAT EARMALL TO © v. SAW D FROM — NEW SOX SHEAR.. EXIST l' 5TRICT. SLAB DRAG STRUT OCAT 0H ARWALL L” LE L %159 : NMI s _. 9DB ASH NEBR ®IT Pr S!lR01m Ae NOTED - I i i Ex5 .PEN / - 7 S L AW 4• BE O. BOTTOM Y OF PAN JOIST x us SAW 2 11 11 I I I I I I H+ 9 a BELOW BOT ? FIi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H - C AN JO BT P� 1 EW - B MILT 9H1[ T A E 5ON MARCHE STORE RENOVATION PHASE (SOUTH CENTER MALL) PLdSE a GSH A WALL REMOVED saw 1'sno, ,LAS,E� Aw aueH W]RA a BE R ` EXISTING watt ST = x9 ID - Ex W/6 • 91 u „ H 2 96 I G 3 J ib AT T l'! i � MM M E,eEO 91 � � J-I- 1` 11 111111111 11 F- g FLUSH UMPLR (K 7 1)1111110 Hall DI_ . 1 1S RL•• r i /EXIST. 5Im v X V SOW TM NOTES 4 DETAILS xALE: Im' . r - m• U a a 1 E Plie 17= _ STRICT. SLABS m 1 WA / _ p�� Lwo r /xr /aTI 160 Nickerson St. CT ENGINEERING •lA 265 -4512 Fax, Structural & Civil Engineers (206) 265 -0610 NOM el aI ELEVATION CD GRID F BETWEN 9 TO 33 E6 oi cR a d • kl■ t I • h NEW SHEARLUAL SEE ELEv 13/81 EXISTING 8113/4R UAL TO BE REMOVE SEE ELEVATION 13/SI FOR REOIAREmENTS - EXIST,. 9 In• STRUCTURAL SliAB AS 1?74919-02. I NoR.T1-1 0 C 0 Ea ENGINEERING Structural & Civil Engineers 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 Fax: (2 6) 285 0618 WILLIAM POLK ASSOCIATES ARCSTYWfURE/PIANNING/INTESOES 1110 POST ALLEY, SEEM& IIESIONGTON MEW= (SOO 003-4443 FAX (000) 868-0811 7heBONMAN(H( REVISION osicRIPTI011 DATE WI II Ism 96159 908 .1"TM IMAM RECSERED aictuLci sirou 4140019S6 JIM WASHINGTON BUM I/S I' - 0' IT MARCHE STORE RENOVATION TI-IE BON PHASE I (SOUTH CENTER MALL) SHEET TIM SHEAR WALL PLAN FIRST FLOOR mar Ron S2